C/O Separate water supply scheme and Augmentation the source of various water supply schemes of Lathiani and Dhundla area by lifting water from Govind Sagar Reservoir at Turkal Panga in Kutlehar Constituency in Tehsil Bangana Distt. Una (HP)

Excavation in foundation and trenches up to all depths and in all classification of earth work such as Pick work, Jumper work, chiselling or wedging out of soft and hard rock as blasting is prohibited, saturated soil including bailing or pumping out of water, including cutting of bitumenous/concrete surface wherever required, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly and after laying, jointing and testing of pipes (for pipes, Pipe duct, chambers, x-sings etc.), returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc.& complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Dismantling of old GMS tube of the various Dia & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.(earth work in trenches to be measures and paid for separately).

GI pipe 40 mm dia (Light class)

GI pipe 50 mm dia (Light class)

Providing,Laying, jointing and testing GMS tube Light class Confirming to IS 1239-2004 (part -I) Screw and Socketed joints (Light Class) of following diameter including tube fitting complete(earth work in trenches to be measured and paid for separately) including testing of joints & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

GI pipe 25 mm dia (Light class)

GI pipe 32 mm dia (Light class)

GI pipe 40 mm dia (Light class)

GI pipe 50 mm dia (Light class)

GI pipe 65 mm dia (Light class)

GI pipe 80 mm dia (Light class)

GI pipe 150 mm dia (Light class)

Providing, Laying, jointing and testing in trenches (to level or grade) G.I. pipes of following dia (H/M class) conforming to IS:1239-2004 (Part - I) (latest upto date amendments) of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4 m-6 m with plain ends and jointed with MS Flanges conforming to IS:6392-1971 (latest upto date amendments) and welding of flanges as per IS: 816-1969 with electrodes as per IS:814-1991 including required number and size of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00mm in thickness as per IS:2712-1998. & butt welded joints. The welding of flanges to be done on both faces in two layers on outer face & one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-Charge. The laying of Pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer-in-Charge. (Earth work in trenches, Butt welded Joints & welding of MS flanges to be measured & paid for seperately).

GI pipe 50 mm dia (Medium class) P/ E

GI pipe 125 mm dia (Heavy class) P/ E

Providing, laying, jointing and testing in trenches of Galvanized MSERW Flanged/ Butt Welded pipes including cost of flanged bends of all degrees conforming to IS/ISO 3183-2012 Grade L210 or X or A / L290 or X 42 as per dimensions weight and test pressure mentioned below in a random length of 4m - 6m, The M.S. flanges are to be provided 1% of total joints as per table below conforming to IS: 6392-1971 (latest upto date amendments) and in the Booster Stage 35% of the total joints and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick as per IS: 2712-1965 & 99% butt welded joints by considering minimum three layers and in the Booster Stage 65% of butt welded joints. The welding of flanges to be done on both faces in two layers on outer face + one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 5822-1994 (earth work in trenches, MS flanges and butt welded joint to be measured and paid for seprately) . The pipe shall have zinc coating as per IS:4736 in factory latest with upto date ammendements complete in all respect and including DPT test for joints & manual/ mechnical handling of pipes. The laying of pipe shall confirm to BIS-5822 (with latest ammendments uptodate), including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge. (Earth work in trenches,welding M.S. flanges and butt welded joints to be measured and paid for separately) (Data Sheet-3&4)

Booster stage RD 0 to RD 450

200 mm dia. GMSERW pipe as per IS :3183-2012 (L-210orX-A) wall thickness 4.80 mm.

Rising main From head works to MBR Kheri

200 mm dia. GMSERW pipe as per IS :3183-2012 (L-290 or X-42) wall thickness 7.90 mm. (RD 0 to RD 500)

200 mm dia. GMSERW pipe as per IS :3183-2012 (L-290 or X-42) wall thickness 7.10 mm. (RD 500 to RD 2500)

200 mm dia. GMSERW pipe as per IS :3183-2012 (L-290 or X-42) wall thickness 6.40 mm. (RD 2500 to RD 3500)

200 mm dia. GMSERW pipe as per IS :3183-2012 (L-290 or X-42) wall thickness 5.60 mm. (RD 3500 to RD 5000)

200 mm dia. GMSERW pipe as per IS :3183-2012 (L-290 or X-42) wall thickness 4.80 mm. (RD 5000 to RD 6000)

Providing and welding M.S. flanges @1% at suitable point and in the Booster Stage 35% of the total joints, conforming to following tables as per IS: 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in three number (2 outer and 1 inner) 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 3.00 mm conforming to IS 2712-1998. & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

GI pipe 50 mm dia (M.C) with flange table-5

GI pipe 125 mm dia (H.C) with flange table-5

Booster stage RD 0 to RD 450

200 mm dia. GMSERW pipe as per IS :3183-2012 (L-210orX-A) with flange table-17.

Rising main From head works to MBR Kheri

200 mm dia. GMSERW pipe as per IS :3183-2012 (L-290 or X-42) with flange table-34.(RD 0 to RD 4000)

200 mm dia. GMSERW pipe as per IS :3183-2012 (L-290 or X-42) with flange table-28.(RD 4000 to RD 5000)

200 mm dia. GMSERW pipe as per IS :3183-2012 (L-290 or X-42) with flange table-17.(RD 5000 to RD 5400)

200 mm dia. GMSERW pipe as per IS :3183-2012 (L-290 or X-42) with flange table-5. (RD 5400 to RD 6000)

Providing circumferential butt welded joints @99% of the total joints and in the Booster Stage 65% of butt welded joints by electrical arc welding to GMSERW pipe of grade L- 290 or X-42 / L-210 or A and GMS pipe Heavy and Medium Class as per 1239:1990 (part-1) welded in requisite 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 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991 including Die pentration tes including fabrication, laying & jointing requisite number of MSERW/GMS bends at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer in-Charge.

GI pipe 50 mm dia (M.C)

GI pipe 125 mm dia (H.C)

Booster stage RD 0 to RD 450

200 mm dia. GMSERW pipe as per IS :3183-2012 (L-210orX-A) wall thickness 4.80 mm.

Rising main From head works to MBR Kheri

200 mm dia. GMSERW pipe as per IS :3183-2012 (L-290 or X-42) wall thickness 7.90 mm. (RD 0 to RD 500)

200 mm dia. GMSERW pipe as per IS :3183-2012 (L-290 or X-42) wall thickness 7.10 mm. (RD 500 to RD 2500)

200 mm dia. GMSERW pipe as per IS :3183-2012 (L-290 or X-42) wall thickness 6.40 mm. (RD 2500 to RD 3500)

200 mm dia. GMSERW pipe as per IS :3183-2012 (L-290 or X-42) wall thickness 5.60 mm. (RD 3500 to RD 5000)

200 mm dia. MSERW pipe as per IS :3183-2012 (L-290 or X-42) wall thickness 4.80 mm. (RD 5000 to RD 6000)

Providing and fixing gun metal gate/wheel/butterfly valve I.S.I marked & approved make of the following dia & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

32 mm dia.

40 mm dia.

50 mm dia.

65 mm dia.

Providing double flanged Cast Steel Non Return Valve, following class of Leader/ Kirloskar make of 200 mm dia.for rising main and capable of with standing following normal seat pressure conforming to BS:1868/API-600 or latest ammendments & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Class ASA- 600, with flangeTable-34,normal seat pressure 104.00 kg/cm2

Class ASA- 300, with flangeTable-28,normal seat pressure 52.00 kg/cm2

Class ASA- 150, with flangeTable-17,normal seat pressure 21.00 kg/cm2

Providing and fixing screwed type cast iron air valve of various dia of Leader/Kirloskar make confirming to BS : 1452-90 with upto date amendments as per class PN-10.00 to withstand a seat pressure 11.22 Kg/ cm2 in rising main & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

40 mm dia. (Double ball type)

Providing and laying cement concrete 1:6:12 (1cement : 6sand:12 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing and laying cement concrete 1:5:10 (1cement : 5 sand:10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing and laying cement concrete work 1:3:6 (1cement: 3sand:6 graded stone aggregate 40mm nominal size)( Min.M10) and curing complete excluding the cost of form work in foundation and plinth & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

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

Providing and laying cement concrete 1:2:4 (1cement:2sand:4 graded stone aggregate 20mm nominal size) (Min.M15) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

In foundation, footings, basis of columns and the like and mass concrete & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Suspended floors, roofs, landings and shelves and their supports, balconies,beams, girders, bressumers and cantilevers upto all floor level & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Arches upto floor two level & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Walls (any thickness but not less than 0.10m thickness) attached pillaster, buttresses, plinth & string courses etc from top of foundaation level upto floor two level & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing and laying cement concrete 1:1:5:3 (1cement:1.5sand:3 graded stone aggregate 20mm nominal size) not leaner than M 30 and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

In foundation, footings, basis of columns and the like and mass concrete & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Walls (any thickness but not less than 0.10m thickness) attached pillaster, buttresses, plinth & string courses etc from top of foundaation level upto floor two level & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Floor four level to floor five level & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Column,pillars,posts & struts up to floor two level & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Floor two level to floor three level & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Floor three level to floor four level & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Floor four level to floor five level & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Lintal,Beams,girders bressemers & cantilevers up to floor two level & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Floor two level to floor three level & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Floor three level to floor four level & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Suspended floors, roofs, landings and shelves and their supports, balconies,beams, girders, bressumers and cantilevers upto all floor level & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Arches up to floor two level & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Floor two level to floor three level & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Floor three level to floor four level & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Random rubble masonary / Polygonal rubble masonary (coursed or brought to courses with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 in cement mortar 1:6 ( 1 cement : 6 sand) & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Brick work using common burnt clay building brick in foundation and plinth in cement mortar 1:6(1cement:6sand) 2nd class brick & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Stone pitching work above G.L (0.40 mm thick) & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Half brick masonary 2nd class common burnt clay building bricks in super structure in cement mortar 1:4(1cement:4sand) & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for in siturainforced concrete and plain concrete work in :-

Foundation,footings,basis of columns etc. & mass concrete & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Side and sofits of beam cantilevers & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Flat surfaces such as soffits & suspended floors, roofs, landing and the like. Floor etc. upto 200mm in thickness & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

For lintal,Beam girders,Plinth beam,bressumers and cantilevers & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Column,pillars,posts & struts up to floor two level & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Beyond 4.00 mtrs & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Edges of slab & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Prov.form work of ordinary timber plankings so as to give a rough finish including centering, shuttering, strutting and propping etc. propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work in:-

Arches beyond 6.00 mtrs span & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Beyond 4.00 mtrs & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing tor steel reinforcement for RCC work including bending binding and placing in position & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Steel work welded in built up section , trusses and framed work including cutting,hoisting,fixing in postion and applying a priming coat of red lead paint,In gratings framed guard bars,ladders, railling,brackets and similar work & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Supply, Installation, Testing and Commissioning of following material of ISI mark/ approved make for laying of pipe and etc.work in the intake structure & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge are :-

Supply, Installation of MS ISWB 450 for inclinde Structure (4 Nos).

Supply, Installation of MS Square bar 25x25mm.

Supply, Installation of MC Channel bracing using ISMC 150.

Supply, Installation of MS ladder fabricated out of chequred plate 6mm.

Supply, Installation of MS stifners for ladder pathway ISA 50x6mm.

Supply, Installation of Gusset Plate MS profile for anchoring MS Structure with RCC Block Main Top.

Supply, Installation of Gusset Plate MS profile for anchoring MS Structure with RCC Block along the gradient.

Supply, Installation of MS anchoring J-Bolts (Min M45).

Supply, Installation of Pump trolley with auto locking arrangement.

Supply, Installation of Flange support wheel guides.

Supply, Installation of 10 Ton Capacity Electric Winch

Supply, Installation of 5 Ton Capacity Electric Overhead Traveling Crane with Chain Pulley of upto 5MT Capacity.

Supply, Installation of Outdoor Type Electrical Panel for Electric Overhead Traveling Crane & Winch.

Supply, Installation of MS Rising mains holding structure as per site requirement & final design.

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

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 trusses and trussed purlings in buildings with in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge.

Providing & fixing 0.60 mm thick prepainted steel of Jindal/ Tata Durashine make sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 micron over 5 micron primer coating to back coat of polyster of 5 micron over 5 micron primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm diameter s with prepainted limpet rubber washers complete with all accessories as required as per direction of Engineer in Charge.

0.60 mm thick .

Providing and fixing ridges or hips 60 cm overall with 0.60mm thick prepainted steel sheets in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts & nuts 6mm dia & prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer in Charges.

Providing and fixing ridges or hips 90 cm overall with 0.60mm thick prepainted steel sheets in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts & nuts 6mm dia & prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer in Charges.

Providing and fixing white vitreous china pedestal type water closet of Cera / Hindware make (European type W.C.) With seat and lid,10 litre low level white P.V.C. flushing cistern including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, withall fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid complete with all accessories as required as per the direction of Engineer in Charges.

Providing and fixing wash basin of Jaquar/Cera/Hindware make with C.I. brackets, 15mm C.P. brass pillar taps,32mm C.P.brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15mm C.P brass pillar taps complete with all accessories as required as per the direction of Engineer in Charges.

Prov. & fixing SFRC Man hole cover with frame having frames size of 560 mm internal dia. (Heavy duty) The weight of cover & frame should not be less than 116 kg with in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge.

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces (two coats)to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials with in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge.

Providing in RCC work smooth finishing of the exposed surface with Cement mortar 1:3 (1 Cement : 3 Sand) & as per direction & to the entire satisfaction of the Engineer-in-Charge.

Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts.

Providing plinth protection 75mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts.

Boulder/stone filling behind retaining wall/ dry hand packed tightly compelete under lean concrete to prevent the entry of surface water with in all leads and lifts complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing C.I. Sluice valves of following diameter Leader/ Kirloskar make with hand wheel as per IS:780-1984 Class-I upto 300mm dia (incluidng brass spindle as per 2906-1984 Class-II for dia >300mm dia complete with bolts nuts, rubber insertion etc. (The tail piece if required shall be mesured and paid for separately) as per diection and to the entire satisfaction of the Engineer-in-charge.

80 mm dia

150 mm dia

Cement concrete flooring 1:2:4 (1 cement:2 sand :4graded stone aggregate 20mm nominal size )laid in one layer finished with a floating coat of neat cement in 40mm thick in all leads and lifts.

Providing and fixing 10 mm thick anti skid water proof stain and impact resistant heavy duty vetrified tiles of Nitco/Orientbell make or equivalent 300x300x10 mm manufactured of approved shade and colour in flooring, treads of steps and landings laid over 12 mm thick cement mortar 1:3 (1cement : 3 sand) jointed with cement slurry mixed with pigment complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

15mm thick cement plaster in single coat on rough side of stone /brick masonry walls for interior plastering upto floor two level including arrises, internal rounded angles, in all girth chamfers and / or rounded angles and finished even and smooth in cement mortar 1:6(1cement:6sand) complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

6mm cement plaster to ceiling in cement mortar 1:3 (1 cement 3 sand) finished with a floating coat of neat cement and thick coat of link wash on top of wall when dry for bearing of RCC slab and bend in all leads and lifts

Providing and fixing anodised aluminium work for door, window,ventilators and partitions with extruded built up standard tubular and other sections of approved make PVC/neoprene necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections conforming to IS 733 and IS 1285 anodised transparent or dyed to required shade according to IS 1868 IS 733 and IS 1285 anodised transparent or dyed to required shade according to IS 1868 fixed with rawplugs and screws or with fixing clips, or with expansion hold fastners i/c necessary filling up of gaps at junctions, at top, bottom and sides with required shall be smooth, rustfree, straight and jointed mech., i/c sleast angle, snap beeding for glazing/panelling as per the directions of Engineer-in-charge

Providing and fixing glazing in aluminium door, window, ventilators shutters and partiotions etc with PVC/neoprens gaskets etc. complete in all respect as per the directions of Engineer-in-charge complete including in all leads and lifts.

Pointing on brick work with cement mortar 1:3 (1cement 3 sand) Raised and cut portion complete in all respect as per the directions of Engineer-in-charge in all leads and lifts.

Providing 40x3mm flat iron hold fast of approved make 40cm long including fixing to frame with 10mm dia meters bolts and nuts and wooden plug and embedding in cement concrete block 30x10x15cm 1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size) complete in all respect in all leads and lifts as per the directions of Engineer-in-charge.

Providing and fixing MS round or square bars of approved make with MS flats at required spacing in frames of window and clerestory windows complete in all respect as per the directions of Engineer-in-charge in all leads and lifts.

Providing and fixing anodized M.S sliding door bolts of approved make anodized transparent for type required and bright shade with necessary screw etc. 300x16mm complete in all leads and lifts.

Providing and fixing M.S tower bolts of approved make (Barrel type) anodized transparent or dyed to rquired shade and colour with necessary screw etc.200x16 mm complete in all leads and lifts.

Providing and fixing M.S handles of approved make anodized transparent or dyed to required colour of shade with necessary screws etc. 125 mm complete in all leads and lifts.

Providing and fixing on wall face unplasticised Rigid PVC of Finolex make rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm dia. complete in all respect including carriage of material in all leads & lifts.

Applying priming coat over new steel & other metal surfaces after & including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes fine steel wool scrapers and sand paper complete in all respect including carriage of material in all leads & lifts.

Painting two coats of approved make (excluding priming coat)on new steel and other metal surface under coat with ready mixed paint brusing to give an even shade including cleaning the surface all dirt,dust and other foreign matter complete in all respect including carriage of material in all leads & lifts.

Providing and placing on terrace (at all floor levels) polyethylene water storage tank of Sintex make triple layer, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (500 litrs Capacity) complete in all respect including carriage of material in all leads & lifts.

Providing and installation of 4 nos. CCTV Camera Bullet & Dome CP Plus 5 MP complete in all respect including carriage of material in all leads & lifts.

Providing & fixing bends of required degrees made from parent tubes conforming to relevant codes fully flanged with MS Flange of Table - 5 conforming to IS: 6392 - 1971 complete in all respect within all leads & lifts.

80 mm dia.

Designing and Construction ,testing and commissioning of waterTreatment plant 1.90 MLD :- The scope of work includes the construction of 1.90 MLD WTP capacity water treatment plant capable to treat the raw water of the quality specified in the basic design data to produce clear water as per the requirements of CPHEEO manual on water supply and treatment and as specified in basic design data. The treatment flow sheet comprises of Inlet chamber, Raw water tank,cascade aerator, flash mixer,PST/Tube Settler, flow measurement device , Calriflocculator , RSF, Clear water tank and back Wash tank. For coagulent addition proper alum, lime solution tank with proper mechanical mixing and dozing arrangement to be provided as per data sheet.Gaseous Chlorinator is provided for disinfection. Plant building having laboratory, chemical house, attendent room, toilets etc,supply of laboratory equipment,piping,valves mechanical/ electrical equipment electric wiring & panel boards,sanitation, inter connecting paths, site development upto a minimum of 3m from edge of battery limit of plant, retaining and breast walls and fencing including SCADA based complete automation of the WTP displaying water quality parameters such as PH, Turbidity ,TDS and alum/lime dosing as per CPHEEO standards. The firm shall submit the detailed hydraulic and structural design and drawings( 6 copies) for each component of treatment plant which shall be approved by the department before the work is started. The design/drawingsof the mechnical/ electrical equipment & wiring etc. along with manufacturers specification/design also be submitted for approval by the department. On the completion of scheme in all respect the contractor shall test run the plant alongwith the scheme for six months before handing over the same to the department at the cost of the contractor.However,electrical charges shall be borne by the department. During this period the contractor shall run the plant at full rated capacity and produce the resuslts specified as per CPHEEO/ relevant I.S. standards in the presence of Engineer-in-Charge or his resentaive. During this period the daily testing of raw water and treated water samples shall be done. Complete record of the test results and the flow measurements shall be kept during this period. If the performance of various units of the treatment plant is as specified in CPHEEO manual, then the plant shall be formally taken over by the department,otherwise the contractor shall make necessary change / repairs to improve the efficiency of the unit/plant.During trial run period of six months after completion of scheme, the firm shall train the department persons in operating, maintaining the plant.The WTP should be fully automated ( SCADA based) from Raw Water Tank/ Intake to Clear Water Tank. Operation of all the units, valves etc. shall be fully automized based on parameters like flow, level, turbidity to be monitored from the plant building,Sub. Divisional office and Divisional office. Dozing of chemicals like Alum etc. and Chlorine shall also be fully automated. The automation should allow operation of valves, pumpps, air compressor for back wash of filters automatically.Provision for on line monitoring of water quality parameters such as ph, Turbitity, Residual Chlorine of Raw Water and Clear Water shall also be included.(Data Sheet-14)

S/E of Submersible Pumping Machinery

Booster Stage:- Providing & Installing of suitable 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 bearing 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 cage electric induction motor of 3 star rating (water proof type of required HP & 2900/1450 rpm of reputed make conforming to BIS 9283-1979 Latest with upto date imendments, totally dust and water proof for sumersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearing and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It Should also be fitted with a devise to take up expansion of water with the heating of motor. with automaton system including.The Power of Electrical motor/ motors should be at least (+) 10% in Excess of maximum power required by pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. All Electrical equipments such as starter,ICTP Switches,MCB,Bush bar chamber,MCB,Panel board indicating lamps, Ammeter,Voltmeter, Hour run meter should be of electronic type and fully automated based on SCADA. The pump set should include water level guards,erection clamp,cable clips,depth gauge NRV & Sluice valve (Cast iron PN 1.6 Leader/Kirloskar & flanged GMS/GMSERW for lowering of column pipe. The work should be completed to the entire satisfaction of the Engineer in charge The Rates are for complete job to run the machinery in proper working and should meet with requirements.Energy efficiency level of the motors should be minimum IE2. The pumping machinery shall be fully automated (SCADA based) with VFD panel alongwith motor PLC system on eathernet flow meter, level switchs and pump interface complete in all respect and shall be capable of starting and switching off as per the requirement of water and factors like water levels in the intake/ sump and storage reservoir, time, power availability to be monitored/ operated from pump house/ Plant Building, Sub. Divisional office and Divisional office. ( Data Sheet No.1)

28.47 LPS with Head of 84.30 m -60.00 HP (2 Nos sets) 1 working & 1 stand by at Govind Sagar Reservoir (2x60=120HP)

S/E of Centrifugal Pumping Machinery

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/Beacon weir confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/Bronze with 2.5% Nickel impellers, priming funnels of 405mm dia, casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrom in plated with cast iron casing or as per manufacturor specifications relevant to technical parameters 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 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 motor/motors should be as per IS: 325-1978 with upto date amendments read with IS:900-1972. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current. Energy efficiency level of the motors should be minimum 1E2. The pumping machinery shall be fully automated (SCADA based) with VFD panel alongwith motor PLC system on eathernet flow meter, level switchs and pump interface complete in all respect and shall be capable of starting and switching off as per the requirement of water and factors like water levels in the intake/ sump and storage reservoir, time, power availability to be monitored/ operated from pump house/ Plant Building, Sub. Divisional office and Divisional office.( Data Sheet No.2)

28.47 LPS with Head of 575.92 m - 4x215 HP (4 Nos sets) 2 Nos. working & 2 Nos. stand by (4x215=860 HP)

Miscellaneous Work

Providing, laying and testing of Bituminous Macadam on aproach road to WTP 50 mm thick and 3.5 mtrs. wide & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing & Fixing On-Grid Solar System with entire specifications of Solar System at Roof Top of Pump House for 110.80 Sqmtrs or 18.46 KW & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing, installation and commissioning of UV System for disinfection of water to be installed on suction side of the main (stage-2) pumping machinery having total discharge of 28.47 LPS or 102.49 m3/hours. (Data Sheet No.12 )

Providing ,Supplying & fixing prefabricated structure of chlorination room & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge. (Data Sheet No.13)

Providing Electrical instalation for chlorination room & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing ,Supplying & fixing of safety water tank for chlorination room & complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing Internal Electrical Installation to Pump House.

Wiring for light / Fan point / Exhaust fan point / call bell point with 1.5 Sq.mm PVC insulated copper conductor cable in surface/recessed PVc conduct at required including of all material within all leads and lifts.

Wiring for light / power plug with 2 x 4 Sq.mm PVC insulated copper conductor or single core cable in surface/ recessed steel conduit alongwith 1 No.2.24 mm dia bare copper wire for loop earthing as required including carriage of materials within all leads and lifts.

Wiring for Circuit wiring with 2 x 1.5 Sqm.mm PVC insulated copper conductor single core cable in surface/rcessed steel conduit as required including carrige of material upto all leads and lifts. 2 x 6 Sq.mm

Wiring for sub-main wiring with the following size of copper conductor single core cable in surface/ recessed steel conduit as required including carriage of materials upto all leads and lifts.

Supplying and fixing metal box of 180 x 100 x 60mm deep (Nominal size) on surface/ recess with suitable size phonolic laminated sheet cover fixing 6 pin 15/16 amps socket tumber/piano type switch connections painting etc. inculding carriage of materials within all leads and lifts.

Supplying and fixing backellite batten/angle holder including connection as required & complete in all respect.

Providing, installing, testing and commissioning of celling fan and regulator inculding wiring the road of standard length (upto 30 cm) with 1.5 Sqmm PVC insulated copper conductor single core cable etc. as required sweep type & complete in all respect.

providing, installing, testing and commissioning of prewired flourscent tube fitting complete with ballast, starter and capactors but excluding flourscent tube rod, suitable to operate on 230 volts single phase A.C. supply directly on surface with copper wiring as required including carriage of materials within all leads and lifts tube fixture 1 x 40 watt Box Type Category "A".

Supplying and fixing 40 Amps to 63 Amps rating 240 Volts "L" series miniature circuit breaker of following poles in the exixting MCB DB complete with connections, testing and commissioning etc. as required inculding carriage of material within all leads and lifts. Category-A, 63 Amps.

Supplying and fixing of following six way single pole and netural sheet steel MCB distribution board 240 volts on surface/recessed completed with tinned, copper bus bar, netural link, earth bar, din bar detachable gland plate inter - connections, including painting, earthing etc. as required Bus bar 8 way.

Supplying and fixing 5 Amps to 32 Amps rating 240 volts, G series miniature circuit breaker of following poles in the existing MCB, DB complete with connections testing and commissioning etc. as required. (Single pole)

Earthing with G.I. pipe earth, pipe 4.5 length, 40 mm dia including accessories and providing masonry enclousres with cover plate having locking arrangement and watering pipe etc. ( but without charcal coke and salt) complete as required including carriage of materials within all leads and lifts.

Extra using salt and charcoal for pipe earth electrode as required, including carriage of materials within all leads and lifts.

Supplying and laying 6 Sqmm G.I. wire at 0.50 mtr below ground level for conductor earth electrode, including soldering etc. as required including carriage of materials within all leads and lifts.

Providing, fixing & testing LED 36 watt, G.I Pipe bracket, complete in all respects.

Total Schedule-1

Schedule 2

Operation and maintenance of Scheme for five years from source to main/sector storage tank/gravity main, distribution mains etc. through SCADA based automation system and to keep all structure/machinery/ facility to proper working O&M includes the regular i.e daily supplying of designed /required quantity of water to the benefiaries of the scheme from above mentioned source to main / sector storage tanks at different location as per plan and repair and maintenance of main lines , gravity lines and entire distribution mains of scheme, regular maintenance of all the facilities i/c cleaning, washing oil and greasing repair, replacement of wornout/ damaged parts of pumping machinery, pipe lines valves and electrical mechanical requirements regular cleaning of all structure like collection tank, storage tank, pump house etc.and disposal of same as per the direction of Engineer- in- Charge. Fixing/ repairing/ leakage in civil structure, pipe line, pumping machinery etc. proper distribution of water. Maintaining log book of running of pumping machinery. and keeping regular and proper record of water demand . Rooting of unwanted grass, shrub, weeds etc.growing near the structure and keeping the area neat and clean to the entire satisfaction of engineer- in -charge. Planting and maintenance plant of flowers/ trees around the pump house storage tank etc. as per the entire satisfaction of Engineer-in Charge i/c the cost of procurement of adequate and proper tools and plants , skilled and unskilled manpower, spare parts, oil/grease/lubricants, and making stand by arrangement all times, instrument,equipments, stationery and any other material etc. required for O&M excluding the cost of energy charges. All the operation shall be carried out as per the JSV specification & JSV norms direction issued by the Engineer-in -Charge from time to time and sound Engineering practice. The O&M part will commence from date of completion of successful trial & test run period of 6 (Six) months after physical completion of all components of the work.

Operation and maintenance for Ist 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

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