Construction of Lift Irrigation Scheme Beet Area Phase-II in Tehsil Haroli District Una (HP).

Amount

SCHEDULE-1:-

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

Excavation in foundation for digging well in dry excavation from G.L.upto the level,where well curb is placed from natural surface to 1.50 metre depth complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Earthwork in excavation by mechanical means(Hydraulic excavator/manual means) complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

From spring level to 10 mtr depth

Lowering of well curb 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 1:6:12 (1cement : 6 sand : 12 graded stone aggregate 40 mm nominal size )and curing complete excluding 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 ( 1 cement,5sand,10 graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts complete in all respect.

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

Providing & laying cement concrete 1:3:6 (1cement : 3 sand : 6 graded stone aggregate40 mm nominal size) (minimum M-10) excluding the cost of centring & shuttering in Foundation & plinth complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing & laying cement concrete 1:3:6 (1cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) (minimum M-10) excluding the cost of centring & shuttering in Foundation & 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,2 sand,4 graded stone aggregate 20 mm nominal size) (minimum M-15) and curing complete excluding cost of form work in Foundation & 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,2 sand,4 graded stoneaggregate 20 mm nominal size ) (minimum M-15) and curing complete excluding cost of form work and reinforcement for RCC work in :-

Wall any thickness but not less than 0.10 mtr. Thickness attached pillasters, buttresses, plinth and string courses etc. from top of foundation 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.

Suspended floors, roofs, landing and shelves and their supports balconies, beams, girder, bressumers and cantilever 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.

Providing & laying cement concrete using M-30 graded stone aggregate 20 mm nominal size & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :

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

Wall (any thickness but not less than 0.10 mts. Thickness) including attached pillasters, buttresses plinth & string courses etc. from top of foundation 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 & laying cement concrete using M-25 graded stone aggregate 20 mm nominal size & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :

Wall (any thickness but not less than 0.10 mts.Thickness) including attached pillasters, buttresses plinth & string courses etc. from top of foundation 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.

Suspended floor, roofs, landing & shelves& their support balconies, beams, girders, bressumers & cantilever 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.

Column Pillars, posts and structs 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. .

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.

Providing & Laying No fine concrete1:4 (1cement : 4 stone aggregate) complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battons and ballies,height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtr and removal of the same for in situreinforced and plain concrete work in :-

Foundation, footing, bases of columns and the like & mass concrete 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 butteresses and plinth and string courses and like 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 of suspended floors, roofs, landing and the like floor etc. up to 20 mm in thickness complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Sides and soffits of beam, beam haunching, cantilever and bressumers and lintels not exceeding 1 mtr. In depth in all heights from floor complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Wall any thickness but not less than 0.1 mtr. Thickness attached pillasters, buttresses, plinth and string courses etc. from top of foundation 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.

Edges of slab or breaks in floor etc. under 20 cms. Wide complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

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 6.00 mtrs.height and removal of the same for in situ reinforced concrete and plane concrete work in arches upto 6 mtrs span complete in all respect in all leads and lifts. (i) Arches upto 6.00 mts. Span.

Ist class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:6 ( 1 cement:6 sand ) complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

1st class brick work using common burnt clay building bricks in superstructure above G.L. to 1st floor level in cement mortar 1:6 ( 1Cement, 6 Sand ) of Ist class bricks complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

1st. class Brick work using common burnt clay building bricks in foundation and plinth 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.

Half brick work using common burnt clay building bricks in superstructure above 1st floor level in cement mortar 1:4( 1Cement, 4 Sand ) of 2nd class bricks complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing and fixing pressed steel door frame manufactured from commercial MS sheets of 1.25 mm thickness including hinges jump lock jamb, bead if required angle threshold of MS angle 50x25 mm or base ties of 1.25 mm presses MS welded or rigidly fixed together by mechanical means, adjustable lugs with split and tails to each jamb including steel butt hinges 2.5 mm thick with guards, lock strike plate and shock as specified and laying a coat of steel Profile "A"

Providing and fixing panelled glazed or panelled and glazed shutters for doors windows and clerestory windows. Including bright finished/black enamelled iron butt hinges with necessary serews 40 mm thick (2nd class deodar wood) complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing and fixing wire gauge shutters using galvanized MS wire gauge of IS. gauge designation 85G (eighty five ) with wire of dia 0.56 mm (zero point five six millimetre) for doors windows and clerestory windows including bright finished black enameled iron butt hinges with necessary screws 40mm (forty millimetre )thickof second class deodar wood complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing and fixing anodised aluminium work for door, window,ventilators and partitionswith extruded built up standard tubular and other sections of approved make conforming toIS 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/cnecessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprenefelt etc. Aluminium sections shall be smooth, rust free, 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 within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing 40X3 mm flat iron hold fast 40 cms long including fixing to frame with 10 mm diameter bolts nuts and wooden plugs and embedding in cement concrete block 30X10X15 cm. in 1:3:6 ( 1 cement ,3 sand,6 graded stone aggregate 20 mm nominal size) complete in all respect with all leads and lifts.

Providing and fixing MS round or square bars with MS flats at required spacing in frames of window and clerestory windows with in all leads and lifts complete in all respect.

Providing and fixing aluminium. Handles with necessary screws complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge. (125 mm)

Providing and fixing aluminium Handles with necessary screws complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge. ( 100 mm )

Providing and fixing anodized Tower bolts ( Barrel type ) with necessary screws complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge. ( 200X10 )

Providing and fixing anodized Tower bolts ( Barrel type ) with necessary screws complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge. ( 250X10 )

Providing and fixing anodized aluminium fitting of anodized transparent shade sliding door bolts,with nuts and screws complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge. (250X16 )

Wire crates made of G.I wire hand wooven double twisted filled with boulders with square cut faces against the wire (boulders filling to be measured & paid for separately) with G.I wire 5.00 mm thick corresponding to (SWG-6) of 15x15cm mesh in crates complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing & laying stone filling in crates of guide banks embankement in wire crates made of G.I wire filled with boulders with square cut faces against the wire(wire crates to be measured and paid for separately) i/c carriage of materials within all leads and lifts.

Supplying and packing of gravel for filter media complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Ist layer : Gravel ( Eff. size 25mm to 50 mm & uniformity coefficient

2nd layer : Gravel ( Eff.size 20mm to 25 mm & uniformity coefficient

3rd layer : Gravel ( Eff.size 6 mm to 20 mm & uniformity coefficient

Prov. & fixing CI Man hole cover with frame having frames size of 500 mm internal dia.(Medium duty) The weight of cover & frame should not be less than 116 kg complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing 200 mm wide CI rungs with chequered or ribbed non slip surface i/c fixing in structure with 200 x 200 x100 mm cement concrete 1:3:6 ( 1 cement :3 sand : 6 graded stone aggregate 20 mm nominal size ) complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing and Fixing sand cast / cast iron spigot and socket soil waste and ventilating pipes 150 mm dia complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete in all respect with in all leads and lifts.

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement :3 Sand) 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.

6 mm thick cement plaster to ceiling in cement Motor 1:3 (1Cement,3 sand) complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

15 mm thick cement plaster in single coat on rough side of brick/stone/ concrete walls for interior plastering up to floor two level including arrisses, internal rounded angles, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with in all leads and lifts in cement motor1:6 (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.

20 mm cement plaster in single coat on rough side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 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.

Pointing on brick work with cement mortor 1:3 ( 1 cement: : 3 sand ) complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge. Cut or weather struck.

Providing and laying brick tiles over mumty /terrace roofs grouted with cement mortar 1:3 ( 1 cement : 3 sand) over a 12mm (twelve millimeter) layer of cement mortar 1:3 (1 cement : 3 sand ) and finished neat complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing plinth protection 50 mm thick in Cement concrete 1:3:6 ( 1 cement: 3 sand : 6 graded stone aggregate 20 mm nominal size with in all leads and lifts complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Constructing brick masonary 'U' shape open surface drain with side wall. 15 x 22 cm in cement mortar 1:6 ( 1 cement : 6 sand) and inside plastering with cement motor 1:3 ( 1 cement : 3 sand) including earth work and laying 10 cm cement concrete in 1:5:10 ( 1 cement : 5 sand :10 graded stone aggregate of 40 mm nominal size) and 7.5 cm.cement concrete 1: 2:4 (1cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and finished with a floating coat of neat cement as per standard design complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

40 mm thick cement concrete 1:2:4 ( 1cement 2 sand and 4 graded stone aggregate) flooring laid in one layer & finished with a floating coat of neat cement complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing and fixing 10 mm thick anti skid water proof stain and impact resistant heavy duty vetrified tiles nitco or equivalent 600x600x10 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 to match the shades of tiles as required complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Structural steel works riveted, bolted or welded in built up sections, trusses and frame work, including cutting, hoisting , fixing in position and applying priming coat of approved steel primer complete in all respect complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.

Providing & fixing 0.60 mm thick prepainted steel sheet of TATA/JSW or equivalent make approved by competent authority 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 with prepainted limpet rubber washers complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing ridges or hips 60 CM overall in in plain with galvanised iron GI sheet fixed J or L hooks, bolts & nuts 8 mm dia GI limpet & bitumens washer complete. (0.63 mm THICK GI SHEET) complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing valleys 90CM over all in pain with galavanised iron GI sheet fixed J 0r L hooks , bolts and nuts 8 mm GI pelmet &bitumen washers complete 9.63 mm thick GI sheet) complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing and fixing ISMB 200 girder AS/ST.DES complete in all respect within all leads and lifts as per direction of the Engineer-in-charge..

Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete in all respect within all leads and lifts as per direction of the Engineer-in-charge..

Pdg & fixing MS Rolling Shutter complete in all respect within all leads and lifts as per direction of the Engineer-in-charge..

Pdg & fixing 16mm square steel rod for steel cage complete in all respect within all leads and lifts as per direction of the Engineer-in-charge..

Providing and fixing MS grills of required pattern in wooden frame / pressed steel frame with MS flats square / rounds bars 12 mm dia with round headed bolts and nuts or by screws in all leads and lifts and as per the direction of the Engineer - in- Charge Plain grills.

Applying priming coat on new steel and other metal surfaces with ready mixed paint and brushing to give an even shade including cleaning of all dirt, dust and other foreign matter complete in all respect with in all leads and lifts

Painting two coats excluding priming coat on new wood and wood surfaces with enamel paint to give an even shade including cleaning the surface of dirt ,dust and other foreign matter sand papering and stoping complete in all respect as per the direction of the Engineer - in - Charge.

Painting two coats excluding priming coat on new steel and other metal surfaces with ready mixed paint and brushing to give an even shade including cleaning of all dirt,dust and other foreign matter complete in all respect as per the direction of the Engineer - in - Charge.

Applying Birla white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface complete in all respect including carriage of material in all leads & lift

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

Wall painting (two coats) with plastic emulsion paint of confirming to BIS approved by competent authority and manufacture on undecorated surface to give an even shade including throughly brushing the surface free from mortor droppings and other foreign matter and sand papered smooth including applying of putty as required for making the surface complete in all respect & as the direction of the Engineer - in- Charge.

Providing and fixing M.S.fan clamp type -1 of 16 mm dia M.S bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop as per standard design complete in all respect within all leads & lifts as per entire satisfaction of Engineer in Charge.

Steel work welded built up sections / framed work , including cutting , hoisting , fixing in position and applying a priming coat ofapproved steel primer using structural steel etc as required in In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works complete in all respect within all leads & lifts as per entire satisfaction of Engineer in Charge.

Providing & fixing 560 mm dia. SFRC man hole cover with frame and the weight of frame & cover should not be less than 100 kg complete in all respect within all leads & lifts as per entire satisfaction of Engineer in Charge.

Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia.&180 mm deep (inside) with chained lid RCC top 1: 2: 4 mix (1 cement :2 Sand :4 graded stone aggregate 20 mm nominal size ) 100 mm thick foundation conc.1:5:10 mix (1cement : 5 sand : 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 i/c curing complete. 600 x 600 x 750 mm inside size With 150mm thick walls of RCC 1:2:4 (1cement : 2 sand :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 complete in all respect within all leads & lifts as per entire satisfaction of Engineer in Charge.

Providing and fixing 5.00 Ton Chain Pully / gantry of approved ISI make electrically operated alongwith all allied accessories complete in all respect within all leads & lifts as per entire satisfaction of Engineer in Charge..

Provision for providing and installation of yard lights/ Flood lights around the intake works complete in all respect within all leads & lifts as per entire satisfaction of Engineer in Charge.

Providing and laying 80mm thick strength type factory made cement concrete interlocking paver block of M -33 grade made by block making machine with strong vibratory compaction and of approved size and design / shape laid in required colour and pattern over and including filling of joints with fine sand etc.complete in all respect within all leads & lifts as per entire satisfaction of Engineer in Charge.

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 carriage of all material within all leads and lifts. Group "C"

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 1.50 Sq.mm PVC insulated copper conductor single core cable in surface/ recessed steel conduit as required including carriage of material within all leads and lifts.

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. 2x6 Sq.mm

2x10 Sq.mm

Supplying and fixing metal box of 180 x 100 x 60mm deep (Nominal size) on surface/recess with suitable size phonolic leminated sheet cover fixing 3 pin 15/16 amps socket tumber/piano type switch connections painting etc. including carriage of materials within all leads and lifts.

Supplying and fixing backellite batten/angle holder including connection as required.

Supplying and fixing following rating Piano-type switch /socket on the existing switch box / cover including connections etc. as required. 5/6 Amps.2 way piano type switch

Providing, installing, testing and commissioning of ceiling fan and regulator including wiring the rod of standard length (upto 30cm) with 1.5 Sqmm PVC insulated copper conductor single core cabe etc. as required sweep type. Cat. A

Providing installation testing and commissioning of prewired flourscent tube fitting 1x40 watt box type Cat A Bajaj make complete with balast starter and capacitor but excluding flourscent tube rod suitable to operate on 240volt single phase AC supply directly on surface with copper wiring as required complete as per direction of the Engineer-in-charge

Supplying and erection of 40/50/63 amps rating, 10 KA breaking capacity 240 volts. C curves, miniature circuit breaker of following poles in the existing MCB DB complete with connections etc as required complete as pe direction of the Engineer-in-charge Category- A, 63 Amps.

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

Supplying and fixing of following way single pole and neutral sheet steel MCB distribution board 240 volts on surface/recessed completed with tinned, copper busher neutral link, earth bar, detachable gland plate inter -connections, including painting, earthing etc. as required Bus bar 12 way.

Supplying and erection of floor mounted fixed type metal frame work / boards of welded construction for switch gear mounting fabricated with M.S. angle iron (50 mm x 50 mm x 6 mm thick) of suitable dimensions with supporting members grouted 23 cm underground and frame work covered with 3mm thick M.S. sheet from top to a given height, with M.S. angle iron / 50mmx50mmx 6mm thick welded on the back and grouted into the back wall complete with painting and bonding to the existing earth as required:-

Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 Amps.(Category-A)

Supplying and fixing following rating, double pole (single phase & neutral) 240 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 300 miliampers in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 Amps.(Category-A)

Supplying and erection of 6 amps to 32 amps rating 10 KA breaking capacity, 240 volts, C curves miniature circuit breaker of following poles in the existing MCB DB complete with connections etc as required with in all leads & lifts complete Single pole. Cat-A

Earthing with G.I. pipe earth, pipe 4.5 mtrs length, 40mm 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 and installation of exhaust fan of following sizes in the existing opening, including making the hole to suit the size of the above fan, making good the damages, connections, testing and commissioning etc. as required:- Exhaust Fan, Light duty, (Domestic) 225 mm sweep

Supplying & fixing of G.I. modular boxes of following sizes along with modular base and cover plate for modular switches in recess as required:-

4 Modules

8 Modules

12 Modules

Providing and installation of stationary storage type Electric water heater (Geyser) of various sizes by means of Expansion-bolts with nuts and washers, including embedding of expansion-bolts in the wall, providing and fixing of Non return valve, Dead weight safety valve, 2 No C.P. connection rods 18" long, making good the damages, electrical connections, safety valve connections, testing and commissioning etc. 15 Liter capacity water heater (Cat-A)

P/F street light fixture 40watts 4 feet long complete with choke starter i/c connection complete as required complete in all respect within all leads & lifts as per entire satisfaction of Engineer in Charge.

Providing, Installation, testing and commissioning of Street Light of 100 watt,Make Havells, complete in all respect including carriage of materials within all leads and lifts.

Providing, Installation, testing and commissioning of Street Light of 100 watt, with 80 mm dia 4 meter long Pipe + 2 meter bend piece,Make Havells, complete in all respect.

Providing, Installation, testing and commissioning of Gate Lights,Make Havells, complete in all respect within all leads & lifts as per entire satisfaction of Engineer in Charge.

Providing and installation of Wall hanging fan including wiring & twin twisted flexible, cotton braded, copper cable and earthing etc. Wall fan 600 mm sweep for Induction Motors in Main Pump House complete in all respect within all leads & lifts as per entire satisfaction of Engineer in Charge.

P/F PVC rain water pipe i/c all fittings , bends clamping completed in all respect (100 mm dia) including carriage of materials within all leads and lifts.

P/F Orrissa pattern viterous china W.C. squatting pan Indian type size 580 mm earth work bed complete ( Footrest to be measured & paid for separately) including carriage of materials within all leads and lifts.

P/F china wash down water closet ( European type WC pan ) with "P" or "S" trap i/c jointing the trap with soil pipe in 1:1 (1 cement : 1 sand) (seat and cover to be measured and paid for separately). Single piece WC for VIP Cera make including carriage of materials within all leads and lifts.

Providing and fixing 600mm x 450 mm size double bowl of reputed ISI make stainless steel kitchen sink i/c entire carriage of material within all leads and lifts

Providing and fixing wall to ceiling and floor galvanised mild steel tubes light grade), tube fittings and clamps i/c making good wall ceiling & floor of following diameter i/c entire carriage of material within all leads and lifts

15mm dia

20mm dia

25mm dia

Providing and fixing Brass full way wheel valve i/c entire carriage of material within all leads and lifts

15mm dia

20mm dia

25mm dia

Providing and fixing 600mm x 450mm bevelled edge mirror of superior glass mounted on 6mm thick A.C. sheet or ply wood sheet and fixed to wooden plugs with C.P. brass screws and washer Jaguar/ Kohler make including carriage of materials within all leads and lifts.

Providing and fixing C.P. brass towel rail complete with C.P.brass brackets fixed to wooden plugs with C.P. brass screws Jaguar/ Kohler make including carriage of materials within all leads and lifts 600 x 20mm.

Providing and fixing CP brass soap dish Jaguar/ Kohler make i/c entire carriage of material within all leads and lifts.

Providing and fixing PVC Floor traps 110x75mm i/c entire carriage of material within all leads and lifts.

Providing and fixing PVC Gully traps 110x75mm i/c entire carriage of material within all leads and lifts.

Providing and fixing 100mm dia, C.P. brass grating including carriage of material within all leads and lifts.

Providing & fixing Cast Iron Main hole Cover having size 600 x 600 mm including carriage of material within all leads and lifts.

P/F 10Ltrs. Capacity low level C.I. flushing cistern approved brand & shade with pair of C.I.or M.S.brackets complete with fitting as syphonic arrangement 15mm size brass ball valve with polythene floating union & complete for connection with inlet, outlet over flow pipe etc.i/c cutting holes in walls & making good the same.

P/F vitreous china 100 mm dia. "P" or "S" traps for W.C. squatting pan i/c jointing the trap with pan & soil in cement mortor 1:1 (1Cement : 1 Sand) complete including carriage of materials within all leads and lifts.

P/F PVC pipe i/c all clamping complete in all respect ( 80 mm dia ) including carriage of materials within all leads and lifts.

P/F PVC plain bends (80 mm dia ) complete in all respect including carriage of materials within all leads and lifts.

P/F PVC cowl 100 mm nominal dia complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.

Providing & Fixing CP brass bib Cock complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.

Providing & Fixing 1000 ltrs cap. Sintex water storage tank triple layer with top lid i/c float valve and making connections complete in all respect including carriage of materials within all leads and lifts.

P/F PVC plain bends (100 mm dia ) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

P/F PVC waste pipe 32 mm wash basin, water closet & Sink complete in all respect including carriage of materials within all leads and lifts.

P/F vitreous china wash basin, single hole for pillar tap with CI or MS brackets painted white i/c cutting holes & making good the same but excluding fitting size 600 x 450 mm including carriage of materials within all leads and lifts.

Providing and fixing CP Angle Cock 15mm dia Jaguar/ Kohler make including carriage of materials within all leads and lifts.

P/F high pressure PVC spigot and socket waste ventilatring pipe 100 mm dia complete in all respect including carriage of materials within all leads and lifts.

Providing and fixing PVC connection 15mm diacomplete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Rising Mains & Gravity Mains.

Providing, laying, jointing and testing in trenches of galvanized MSERW flanged pipes including cost of flanged bends of all degrees conforming to IS/ISO 3183-2012 Grade 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 5% of total joints as per table below conforming to IS: 6392-1971 (latest upto date amendments) 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 sas per IS: 2712-1965 & 95% butt welded joints by considering minimum three layers. 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 within all leads and lifts. ( Earth work in trenches, M.S. flanges and butt welded joints to be measured and paid for separately).

600 mm dia 7.10 mm thick GMSERW Pipe class L290 or X 42 IS/ISO 3183-2012 for Rising Main No. 1( Pump Hose to Polian) From RD. 0 to 1020

600 mm dia 6.60 mm thick GMSERW Pipe class L290 or X 42 IS/ISO 3183-2012 for Rising Main No. 1(Pump Hose to Polian) From RD. 1020 to 3060.

600 mm dia 5.80 mm thick GMSERW Pipe class L290 or X 42 IS/ISO 3183-2012 for Rising Main No. 1( Pump House to Polian) From RD. 3060 to 5100

600 mm dia 4.80 mm thick GMSERW Pipe class L290 or X 42 IS/ISO 3183-2012 for Rising Main No. 1( Pump House to Polian) From RD. 5100 to 9850

450 mm dia 4.80 mm thick GMSERW Pipe class L290 or X 42 IS/ISO 3183-2012 for Rising Main No. 2( Pump House to Kungrat) From RD. RD. 0 to 5760

400 mm dia 4.80 mm thick GMSERW Pipe class L290 or X 42 IS/ISO 3183-2012 for Rising Main No. 3 (Pump House to Palkwah) From RD. 0 to 3250

400 mm dia 4.80 mm thick GMSERW Pipe class L210/A IS/ISO 3183-2012 for Rising Main No. 4( Pump House to Palkwah) From RD. 0 to 2721.

400 mm dia 4.80 mm thick GMSERW Pipe class L210/A IS/ISO 3183-2012 for Gravity main No. 6.

350 mm dia 4.80 mm thick GMSERW Pipe class L210/A IS/ISO 3183-2012 for Gravity main No. 5

300 mm dia 4.80 mm thick GMSERW Pipe class L210/A IS/ISO 3183-2012 for Gravity main No. 4

250 mm dia 4.80 mm thick GMSERW Pipe class L210/A IS/ISO 3183-2012 for Gravity main No. 3

200 mm dia 4.80 mm thick GMSERW Pipe class L210/A IS/ISO 3183-2012 for Gravity main No. 2

Pdg, Laying,Jointing and Testing in trenches Galvanized mild steel flanged/butt welded pipe of below mentioned dia and grade conforming to IS 1239-2004 (with latest ammendments The M.S. flanges are to be provided 5% of total joints as per table below conforming to 6392-1971 ( Latest uptodate ammendments) and welding of M.S. flanges with pipe as per IS: 816-1965 with electrode as per IS: 814-1967 including required Nos. and size of M.S. nuts and bolts as per IS: 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3mm thick as per IS: 27121-1965. The welding of flanges to be done on both faces in three layers in each face to make the joints leak proof 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 and to the entire satisfaction of enginer-in-charge. The pipes end should be bevelled suitable for butt welding. The circumferencial butt welded joints ( 95% of the total joints) by electrical arc welding to following dia & class pipes,welding of pipes to be done in three layers to make the joints leak proof and to achieve the minimum effective throat thickness of weld conforming to IS- 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects and including DPT test for joints & manual/mechnical handing 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 within all leads and lifts. ( Earth work in trenches, M.S. flanges and butt welded joints to be measured and paid for separately) 150mm dia (M)

Providing and welding M.S. flanges @5% at suitable point, 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. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

M.S. Flange 600 mm dia Table-23 for Rising Main No. 1 From RD. 0 to 3060.

M.S. Flange 600 mm dia Table-17 for Rising Main No. 1 From RD. 3060 to 7140.

M.S. Flange 600 mm dia Table -5 for Rising Main No. 1 From RD. 7140 to 9850.

M.S. Flange 450 mm dia Table-17 for Rising Main No. 2. From RD. 0 to 3570.

M.S. Flange 450 mm dia Table -11for Rising Main No. 2 From RD. 3570 to 5100.

M.S. Flange 450 mm dia Table -5 for Rising Main No. 2. From RD. 5100 to 5760.

M.S. Flange 400 mm dia Table -23 for Rising Main No. 3. From RD. 0 to 450.

M.S. Flange 400 mm dia Table -17 for Rising Main No. 3. From RD. 450 to 2700.

M.S. Flange 400 mm dia Table -11 for Rising Main No. 3. From RD. 2700 to 3150.

M.S. Flange 400 mm dia Table -5 for Rising Main No. 3& 4. From RD. 3150 to 3250 and Rd. 0 to 2731 respectively.

MS flanges 300 mm dia Table 5 for for Rising Mains from Desilting cum Pump House to collection Tank (9 Nos.)

Providing circumferential butt welded joints @95% by electrical arc welding to GMS pipe, 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, include Die pentration test,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.

600 mm dia

450 mm dia

400 mm dia

350 mm dia

300 mm dia

250mm dia

200mm dia

150mm dia

Providing and fixing C.I.sluice valve ( With hand whell ) of Leader / Krloskar make as per BS: 1868/API-600 for latest ammendment for Rising Main of following dia ( including brass spindle and as per IS 2906 class-II including MS Flange, bolts, nuts, rubber insertion etc. complete in all respect i/c carriage of material complete within all lead and lifts as per the direction of the Engineer-in-Charge.

600 mm dia

450 mm dia

400 mm dia

300mm dia

Submersible Pumping Machinery:- Providing and installation of suitable submersible pumping set of KSB/ calama/ Johnston/Crompton/ BS/ SABAR/ Oswal / Kirlosker/ WPIL 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 starter 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 (water proof type) of required HP & 2900 rpm 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. It should also be fitted with a device to take up expansion of water with the heating of motor. 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. 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 compatible for automation based on SCADA. The pump set should include water level guards, erection clamps , cable clips, depth gauge NRV & Sluice valves (Cast Iron PN-1.6 Leader/Kirloskar) & flanged GMS/GMSERW for lowering of Coulmn 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 the requirements.

DPS No. 1 = Φ 33.21 LPS H = 40.54 m 2 Set ( Both working for 50% Discharge)

DPS No. 2 = Φ 33.21 LPS H = 42.49 m 2 Set ( Both working for 50% Discharge)

DPS No. 3 = Φ 33.21 LPS H = 45.78 m 2 Set ( Both working for 50% Discharge)

DPS No. 4 = Φ 33.21 LPS H = 47.45 m 2 Set ( Both working for 50% Discharge)

DPS No. 5 = Φ 33.21 LPS H = 49.19 m 2 Set ( Both working for 50% Discharge)

DPS No. 6 = Φ 33.21 LPS H = 50.87 m 2 Set ( Both working for 50% Discharge)

DPS No. 7 = Φ 33.21 LPS H = 36.70 m 2 Set ( Both working for 50% Discharge)

DPS No. 8 = Φ 33.21 LPS H = 37.06 m 2 Set ( Both working for 50% Discharge)

DPS No. 9 = Φ 33.21 LPS H = 37.64 m 2 Set ( Both working for 50% Discharge)

Horizontal Centrifugal or Vertical Submersible Pumping Machinery :- Providing horizontal / Vertical redial split casings / end suction (back pull arrangements) enrgy efficient horizontal spindle, horizontal/ Vertical radial split casing/end suctions (back pull out arrangement) single/double/ multistage pumps suitable for operation, in parallel of recommended make such as Matter and Platt/KSB/ Kirloskar/ Jyoti/Beaconweir BS&BE, ABB/CGL 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, dia of 405 mm priming funnels, casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrom in plated with cast iron casing coupled directly through a flexible coupling on a Common MS base plate to squirrel cage screen protected drip proof induction motor, totally enclosed fan cooled motors/CACA motors of standard make such as Kirloskar/ BHEL/Crumpton/ NGEF/GEC/ Siemens/Jyoti/Area BrownBoven as per IE-2 specification suitable for operation on , 50 cycles/second 3 phase AC electric supply. 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. The motor shall be suitable of running at 415 volt+ - 15 volt atleast. It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement .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 compatible for automation based on SCADA system up to main storage tank, incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valvse, NRV ( Cast steel Suitable class of Leader/Kirloskar) including erection and testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per tender Specifications and instruction of Engineer in charge. ( Data Sheet No. 2).

For R/Main No. 1 = Φ 308.80 LPS H = 243.91M 4 Set (4 set working for 25% of Φ lift each )

For R/Main No.2 = Φ 169.28 LPS H = 159.85M 2 Set 2 set working for 50 % of Φ )

For R/Main No. 3 = Φ 121.60 LPS H = 166.28 M 2 Set (2 set working for 50% of Φ )

For R/Main No. 4 = Φ 133.44 LPS H = 243.91M 2 Set (2 set working for 50% of Φ )

Providing Laying, jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diameter class PE-80, grade PN 4.00 as per IS 4984-1995 PE-80 and jointing the pipes through butt fusion (heat fusion process) above 110 m diameter including all necessary fittings,bends, tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest ammendments & shall be provided as per site conditions (Earth work in trenches to be measured and paid separately) and jointing shall be completed in all respect including testing at site upto entire satisfaction of Engineer-in-charge.

HDPE pipe 140mm dia class PE-80, grade PN 4.00

HDPE pipe 160mm dia class PE-80, grade PN 4.00

HDPE pipe 180mm dia class PE-80, grade PN 4.00

HDPE pipe 200mm dia class PE-80, grade PN 4.00

HDPE pipe 225mm dia class PE-80, grade PN 4.00

HDPE pipe 250 mm dia class PE-80, grade PN 4.00

Providing & Fixing Cast Iron (CI) Alfa Valves of following dia complete in all respect within all leads and lifts as per direction of the Engineer-in-charge

150 mm dia

200 mm dia

250 mm dia

Development of GIS Android Mobile Application for Key man to manage irrigation water distribution system. Key men will get demand on this app and will manage the irrigation water distribution by operating keys/valves in irrigation project Beet Area Phase-II in Jal Shakti division, Haroli Having CCA of 1894 ha. GIS will ensure availability and presence of key men at pertaining operating key/ valve application design and development will be based on the principles of software engineering i.e. software requirement specification, database, architecture, software design and development and testing & validation. Application will be hosted at Google Pay store and can only be installed by key man with registered mobile number and it's verification through OTP. Application will provide consolidated reports of demand and supply of irrigation water to the concerned key man and administration with service and support for one year complete in all respect as required, as per the direction and best satisfaction of Engineer in charge

Field Survey, consumers personal and revenue data collection and data entry against the khasra numbers covered in the scheme of LIS Beet Area Phase-II with services & Support for one year complete in all respect as required, as per the direction and best satisfaction of the Engineer in Charge

SCHEDULE-2:-

Operation and maintenance of Scheme for three years from source to main/sector storage tank/gravity main, distribution mains etc.including SCADA and to keep all structure/machinery/ facility to proper working O&M includes the 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 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 . Removed of all kind of slips , slush, up -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 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 6 (Six) month period after physical completion of all components.

R.G. INDUSTRIES (BID ID -540402)

TRIRAJ VENTURES PRIVATE LIMITED (BID ID -537326)

Unipro Techno Infrastructure Pvt Ltd (BID ID -539973)

HARJEET SINGH (BID ID -534264)

S.k.sharma contractor and engineer (BID ID -539638)

Lahoty Buildcon Limited (BID ID -540479)

RPP Infra Projects Limited (BID ID -537027)

R K ENGINNERS SALES LTD (BID ID -537609)

Vindhya Telelinks Limited (BID ID -540457)