Construction of Jagjeetpur Water Supply Scheme in Block Bahadrabad Distt Haridwar including Five-year Operation Maintenance and Management on pre-defined Performance standards

Amount

CIVIL WORK Providing of all materials, Carting from site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S centrifugally cast (spun) ductile iron pipes including all types of specials. (including supply of 'EPDM' rubber gaskets confirming to IS 5382-1985 and all jointing materials like specials, etc) and testing of pipe line complete. (conforming to IS code : 8329) as per directed by Engineer-in-charge required for proper completion of work For Rising Mains DI K-7

100 mm dia

150 mm dia

200 mm dia

For Distribution System DI K-7

150 mm dia

200 mm dia

250 mm dia

300 mm dia

350 mm dia

400 mm dia

450 mm dia

Supply of following pipes upto site of work including Carting, laying and jointing with fusion jointing technique, testing & commissioning complete at site of HDPE (PE100 Grade Coumpound) Pipe as per IS:4984 and specification for water application, including all cost of material, labour T&P etc. required for proper completion of work to the satisfaction of Engineer-in-charge

Supplying and fixing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000

Upto 600 mm dia

Providing of all materials, Carting upto site of work, Lowering them into trenches with true to alignment, laying of MS ERW Pipe grade Yst 210, jointing by electric welding process with proper grade of eletrodes suitable for jointing of water suply pipe lines by cutting of pipes and making required bends by welding, required for propercompletion of work with testing of pipe line etc. complete in all respects with the satisfaction of Engineer-in-charge

M.S ERW pipe 4.8 mm thick 100 mm dia

M.S ERW pipe 5.6 mm thick 150 mm dia

M.S ERW pipe 5.6 mm thick 200 mm dia

Earthwork in soil mixed with morrum shingle, kankar, with lift upto 1.5 m and lead upto 50 m,including refilling, watering and ramming of excavated earth into trenches in layers if 15 cmand disposal of surplus earth upto a distance of 50 m with required labour & T&P etc, for pipeline work, complete in all respects with the satisfaction of Engineer-in-charge.

Air valve 15 mm dia

Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm Nos.minal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm Nos.minal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design with common burnt clay F.P.S.(Nos non.modular) bricks of class designation 7.5

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm Nos.minal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm Nos.minal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design with common burnt clay F.P.S.(Nos non.modular) bricks of class designation 7.5

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for air valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm Nos.minal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm Nos.minal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design with common burnt clay F.P.S.(Nos.non modular) bricks of class designation 75.

Dismantling bituminous road manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer in charge. - For Rising Main and Distribution System.

Demolishing Nominal concrete 1:3:6 or richer mix. manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer in charge. - For Distribution System.

Restatement of S.D.B.C. road as per actual site requirement and as directed by Engineer Incharge after laying of pipe line including supply of all material, labour,T&P etc complete.

Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications (0.10m thickness).

Cement Concrete (PCC M-20 1:1.5:3) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-20, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications. (0.15 m thickness)

Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

R.C.C. work with cement, coarse sand and 20 mm gauge stone and 20 mm gauge stone ballast in 1:2:4 in Thrust Blocks of pipe lines excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.55 mm thick binding wire in position and necessary centering and shuttering including curing and supply of all material labour T&P etc. for proper completion of work.

Supply and fixing in proper alignment Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete as per direction of Engineer in charge or as per drawing, as necessary Thermo-Mechanically Treated bars of grade Fe-500D or more.

Supply and inserting and fixing Ultrasonic Flow Meter, Remote/Integral type, Flange end, Inline type, O/P type 4-20ma, With GPRS Communication, Liner type Rubber, Connection type Flange, Display type Flow rate and Totaliser Bulk water meters with fittings such as wheel valves, specials, one side plain & other side flange in DI/ MSERW/HDPE pipe, etc. including cutting and welding pipe, etc. complete.

150 mm dia

200 mm dia

350 mm dia

400 mm dia

450 mm dia

Supply and fixing Bulk water meters with fittings such as wheel valves, specials, one side plain & other side flange in DI/ MSERW/HDPE pipe, etc. including cutting and welding pipe, etc. complete.

100 mm dia

150 mm dia

200 mm dia

250 mm dia

Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 :

Crossing of drains including excavation for crossing as required at site including laying, jointing and testing etc. complete

Reparing of KC drains Nails damaged during house connection/pipeline work and reinstate to its originals position with all labour & material etc. complete.

Supply of all material and labour to construct RCC chamber (100x100x100 cm) with locking arrangements for instalation of pressure reading system including Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation, Providing and laying in position cement concrete of specified grade, Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level - 1:1.5:3, Centring and shuttering including strutting, ropping etc andSteel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete as per type design and as per satisfaction of Engineer-in-Charge.

Making New consumer connection with the existing D.I./HDPE pipe line including local cartage of required to site of work, cutting, threading, etc. of pipe, bailing out of water, making connection properly with fitting of specials, testing of joints, back filling, cleaning of site completely and returning of scrap material to local store. - (15-25mm)

Providing and fixing including all labour and Multijet Domestic water meter with RF/LORA wireless moudule for Walkway/Fixed AMR , dry dial Magnetic Drive, Antimagnetic type, vacuum sealed, leak proof, suitable for 50 deg C temperature, duly sealed against tampering, Battery operated (life min 5. Years) complete with couplings on both ends conforming to class -B as per ISO-4064 standards, along with manufacturers test and guarantee certificate, including all taxes etc.

Supply and Fixing of MDPE pipe 20mm OD for Connection

Handheld Device (Walk Way/ Fixed) for data receiving from RF Module, Produce & provide bill at site & data uploading to computer), including contractor profit, freight charge etc.

Supply & Installation of MDMS (Meter data management Software) : for billing ,reports, data history management of whole water supply scheme.

Providing Barricading along trenches including all material Lab.T & P etc complete.

Supply of all labour for for restoring/Shifting of existing house connection which might be damaged during excavation.

Building Work : Pump House

Supply of all materials, labour, T&P etc to construct New Pump house as per type design, BOQ detail attached and drawings complete in all respects and as per satisfaction of Engineer-in-Charge.

Construction of operator room (staff quarter) including water supply, sanatry work, swerage system, septic tank and soak pit with all electric work etc. complete as per type design, BOQ detail attached and drawing complete in all respects and as per satisfaction of Engineer-in-Charge.

Construction of Site Office cum Control Room of Regular Maintenance and Grievance Redress Center including supply of all materials, labour, T&P, etc. complete as per type design, BOQ detail attached and drawing complete in all respects and as per satisfaction of Engineer-in-Charge.

Construction of Boundary wall in Half Brick Masonary in 1:4 cement sand mortar , Reinforced cement concrete work in columns and beams including cost of centring, shuttering, finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal ,12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand). on both side .Finishing walls with exterior paint (Two or more coats) of required shade both side supply of all materials, labour, T&P, etc. complete as per type design and Drawing

Supply and fixing of MS iron gate in Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. Painting of Steel work for gate with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture. (2.50m wide and 2.00 height Gate).as required in Gate as per type design complete with all respect.

Earth filling in the water works campus including leveling and dressing for development of site for staff quartes including cartage of earth upto a distance of 5 chains of the water works from the main road and as per satisfaction of Engineer-in-Charge

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) mortar in reataining walls, return walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets,coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor, etc, up to floor five level, including the cost of centering, shuttering etc. complete and as per satisfaction of Engineer-in-Charge

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand).

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form for all heights - Suspended floors, roofs, landings, balconies and access platform

Construction of Retaining wall in Random Coursed Rubble stone masonry in 1:4 cement and sand mortar in superstructure including supply of all materials,labour, T&P required for proper completion of the work and as per satisfaction of Engineer-in-Charge.

Supply of all Labour and materials to construct C.C. approach road from main road to structures like OHT, Pump house etc. including excavation, supply & Stacking of 90 mm to 45 mm stone aggregate at site for sub base of approach road, Providing and laying in position cement concrete 1:4:8 ,Providing and laying in position cement concrete of 1:2:4 for proper completion of the works and as per type design and drawing & satisfaction of Engineer-in-Charge.

OVER HEAD Tank and its appurtenant works. Design and construction of R.C.C. intze type circular O.H.T. including supply of all materials, labour, T&P etc with 30 cm free board and submission of detailed structural drawings consist of Pile/Raft foundation before starting of work, including 1.00 m wide two column R.C.C. stair case as an acess to the balcony & top dome from G.L. and 1 m wide R.C.C. landing at suitable locations and railed with 3 rows of 20 mm dia G.I. (M) pipe on 65x65x5 mm angle iron posts fixed with ladder clear height 1 m at a distance of 1.25 m c/c, on periferry of balcony (junction of conical wall & container vertical wall) & on top dome periferry also MS ladder from top dome to the floor inside of the tank of 65x65x5 mm angle iron and 20 mm dia plain MS bars@25 cm c/c welded etc with suitable hand rail etc, 600x600 mm M.S. M.H. cover with locking arrangement,making 1200 mm dia RCC ventilator on top dome covered alround with mosquito proof jali, lightning conductor as per latest electricity rules/codes,automatic water level indicator and 'supply & fixing of CI D/F pipes fo class B as per IS specifications for outlet, inlet, over flow and wash out pipes of requires sizes with necessary puddle collars, duck foot bends, sluice valves including construction of sluice valves chambers, pipe pieces (including cost of materials), clamping of vertical pipes with MS clamps of size 50x6 mm at 1.50 m c/c. flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder M.S. M.H. cover, supply & fixing of gate at the entrance of stair case etc. complete with painting of all parts with three coats of approved water proofing (snowcem)/enamal paint of required quality and shade over a required type of base coat, testing, filling water as many times as required for testing and water tightening purposes etc. including. Supply of vertical pipes and specials, including testing of bearing capacity of soil for upto 8 MT/sqm. complete in all respects and as per satisfaction of Engineer in charge.

950 KL Capcity & 20 M staging

800 KL Capcity & 20 M staging

550 KL Capcity & 20 M staging

1050 KL Capcity & 20 M staging

700 KL Capcity & 20 M staging

1200 KL Capcity & 22 M staging

Variation in above rates for per unit tonne variation in bearing capacity.

For positive variation (+)

For increase/decrease in stagging

TRENCHLESS PIPE LAYING & JOINTING:Installation of steel product pipe by HDD method including preparing and selting up the plant and equipment,preparing new pipe work material installing new pipe work and commissioning system or making the system ready for commissioning by HDD operation including ,all related civil and mechanical works like excavation , shoring /strutting ,etc drilling stringing ,reaming and pulling back the new pipe work on the designed bore path alignment ,proper disposal of drilling fluid and back fill of site after completion all inclusive as per IndSTT:101-2007:Code of practice for horizontal Directional Drilling technique suiting indian conditions.

200 mm dia

300 mm dia

400 mm dia

1) Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

2) 12 mm thick P.C Plaster1:6 cement and local sand mortar including supply of all labour material, T&P etc. all complete.

3) Mild steel or iron work in heavy sections & sizes as door frames window to required shape including supply of steel sections, hinges, nuts & their fixing required for proper completion of work.

4) 40 mm thick PC 1:2:4 with cement,coarse sand and 20 mm gauge stine ballast in flooring laid in panels finished with 12 mm floating coat of neat cement for proper completion of work.

5) Providing and fixing panelled or paneeled glazed shuters for door window 35 mm thick shutters.

6) Providing and fixing panelled or paneeled glazed shuters for window 35 mm thick shutters.

7) Painting or warnishing new iron work or wood with one coat of primer & two coats of approved quality paint or varnish including supply of all materials, labour, T&P etc required for proper completion of work.

8 )Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade for New work (two or more coats) over and including water thinnable priming coat with cement primer

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, leveling & dressing & finishing the top smooth.

Supply and fixing panes of glass including putty and brads supply of all material T&P complete. Float glass panes of thickness 4 mm

Rain water harvestig (6 Zone)

1) Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level (90x6 Zone)

2) Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.(90x6 Zone)

3) Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (2.25x6 Zone)

4) Gravel packing in borewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in-charge.) (2.25x6 Zone)

5) Constructing Brick masonary filter Chamber 1 x 1 x 0.75 m. inside plaster in Cement mortar 1:4 (1 cement : 4 coarse sand ) including RCC top slab 1:2:4 mix.(1 cement: 2coarse sand: 4aggregate),necessary excavation,foundation concrete with all material, labour, T & P etc. etc. complete in all respects. ( As Per Unit Estimate Annexure-1) (1.17x6 Zone)

6) Supplying, filling, spreading & leveling gravels of size range 5 mm to10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per direction of Engineer- in-charge. (0.2x6 Zone)

7) Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. (0.20x6 Zone)

CONSTRUCTION WORKS (FOR 09 NOS. TUBEWELLS & 13 NOS PUMPING PLANT)

Transportation of Rig Machine, Air compressor O.P unit camp equipages, connected T&P & necessary material required for drilling up to site of work, including loading, unloading etc. complete.

Errection and Leveling of Rig Machine at site of work

Dismantling of Rig Machine & Clearance of site after satisfactory completion of work.

Drilling of borehole from GL to 150 BGL mtr.of minimum pilot bore size 675 mm.after reaming including water arrangement for drilling ,back washing ,collecting of samples from different strata, prepairing and submitting strata chart etc.

Supply of TW assembly and other material as below-

300 mm dia MS ERW fincut 7.9 mm thick Plain pipe

300 mm dia MS ERW fincut 7.9 mm thick slotted pipe

Supply of 300 mm dia, 8 mm thick tubewell cap.

Supply of 300 mm dia M.S.D.I housing clamp complete with two nos. 200mm size M.S.channel having 3000mm length.

Supply of 300 mm dia Bail plug with nut & U- bolt as required.

Supply of Pea gravel

Preparing & Lowering of tubewell assembly starting from G.L to the required depth including cutting, welding as required at site complete with all T&P required .

Fixing of 300 mm dia bail plug with Nut & U-bolt.

Lowering of 300 mm dia MSERW housing pipe (Plain & Slotted pipe) as required.

Fixing of 300 mm dia, 8 mm thick tubewell cap.

Fixing of 300 mm dia M.S.D.I housing clamp complete with two nos. 200mm size M.S.channel having 3000mm length.

Shrouding of Pea Gravel in between bore & tubewell assembly to the entire depth of tubewell.

Development of tubewell by 350 CFM / 1100 PSI Air compressor unit to the satisfaction of Engineer in charge to give a sand free discharge & Proper packing of pea gravel.

Yield test of tubewell by the suitable capacity O.P unit. complete with lowering and lifting of pumping plant.

Chemical & bacteriological testing of water sample

PUMPING PLANTS & APPURTUNENT WORKS

Supply of Submersible pumping plant capable of delivering following LPM & discharge at following mt head to be operated suitable capacity motor on 415±10% volts, 3 phase, 50 C/s AC supply with 5 mtr submersible cable.

700 LPM,70 Mt Head (Two number as spare)

1100 LPM,72 Mt Head (Two number as spare)

1400 LPM,70 Mt Head (Two number as spare)

Supply and laying of following capacity 3 core Cu. conductor flat submersible cable.

SITC of following capacity Main switch with wooden board-

Supply of Jointing material such as lugs, taps etc

Making double loop earthing for all electrical equipment including supply of GI earth strips (25mm x5mm), GI earth plates (600mm x600mm x 6mm) , GI boxes, funnel, pipe, salt, coal etc and excavation and filling of earth pit including all material, labour, T&P etc complete as required as per latest IE rules.

(A)Supply of Main Piping & Valves comprising of following.

100 mm dia MS column pipe assembly having thickness 5.4 mm both ends threaded duly socketed with interlocking arrangement complete. - 42 mtr length.

M.S.D.F. bend 90º × 100 mm dia - 2 Nos.

100 mm dia C.I. D/F sluice valve with hand wheel PN-1.0 - 2 Nos.

100 mm dia C.I. D/F Reflux valve -1 No.

100 mm dia M.S.D.F. distance piece 2 mtr length - 1 No.

100 mm × 100 mm × 100 mm M.S.A.F.Tee - 1 No.

100 mm dia. MSDF distance piece 3.0 mtr. Long.-2 Nos.

Ventury (100 x 75 mm) of 0.30 meter long- 1 No.

100 mm dia MS DI clamp heavy duty - 1 Set.

M.S.T/W Cap (100 x 300 mm) - 1 No.

Nuts, bolts, rubber / fiber packing for jointing above pipes & specials - 1 set.

(B)Supply of Main Piping & Valves comprising of following.

Main Piping and Valves -

150 mm dia MS column pipe assembly having thickness 7.1 mm both ends threaded duly socketed with interlocking arrangement complete. - 42 mtr length.

M.S.D.F. bend 90º × 150 mm dia - 2 Nos.

150 mm dia C.I. D/F sluice valve with hand wheel PN-1.0 - 2 Nos.

150 mm dia C.I. D/F Reflux valve -1 No.

150 mm dia M.S.D.F. distance piece 2 mtrs. length - 1 No.

150 mm × 150 mm × 150 mm M.S.A.F.Tee - 1 No.

150 mm dia. MSDF distance piece 3.0 mtr. Long.-2 Nos.

Ventury (150 x 75 mm) of 0.30 meter long- 1 No.

150 mm dia MS DI clamp heavy duty - 1 Set.

M.S.T/W Cap (150 x 300 mm) - 1 No.

Nuts, bolts, rubber / fiber packing for jointing above pipes & specials - 1 set.

Supply and fixing of 100 mm dial pressure gauge with control cock and fittings of range 0-15kg/cm2 & 100 mm dial depth direct reding type complete with air line & fittings.

Supply of following tools required for maintenance of pumping plants.

DE spanner set - 1 Set (6/7mm to 20/22mm)

Ring spanner set - 1 Set (7/9mm to 20/22mm)

Screw drivers - 2 Nos.

Pliers - 1 No. (10"/12")

Hammeres - 1 No. ( 3 Kg.)

Pipe wrench 14" - 1 No.

Screw wrench - 1 No.

Crimping tool scissor type - 1 No.

Tong tester - 1 No.

Chain wrench 100 mm dia - 2 Nos.

Chain pully block

Supply of 2.0 tonne capacity 4.5 mt lift chain pulley block

Supply of 3.0 tonne capacity 4.5 mt lift chain pulley block

Supply of rubber resistance insulated sheet. 1m x 2m x 0.025m

SITC of Chlorinator Dozer pumps ,Capacity: 6 lph,8 kg/cm² pressure.

Accessories for Chlorinator Dozer pumps set as following

Injector and NRV with PVC pipes etc.

200 Ltr. Capacity PVC tank.

Starter cum panel

Single phase automatic stabilizer

Chlorine testing kit

Installation and commissioning of pumping plant

Installation and Commissioning of Pumping Plants with acessories inside the pump house and with civil works such as foundations blocks for valves, pipes & cable trenches etc.

Testing of pumping plant at manufacturer's works/site.

Painting of entire pumping plant installation with 2 coats of super enamel paint.

SERVO STABILIZER

SITC of , 3 phase digital rolling contact servo voltage stabilizers suitable for unbalance voltage & unbalance load including laying of proper size cable and fixing of proper size copper lugs on input and output cables on both ends at different sites. For input voltage 330 - 460 volts (phase to phase)

25 Sq. mm Al. armoured cable 3.5 core, 1.1 K.V. Grade.

50 Sq. mm Al. armoured cable 3.5 core, 1.1 K.V. Grade.

63 Amp., TPN, Change over switch with wooden board

100 Amp., TPN, Change over switch with wooden board

Complete GI double loop earthing with materials such as earth plate, earth strips, coal, salt etc. required as per IE rules.

Installation

Commissioning

Testing

At works

At site

AUTOMATION WORKS

Intelligent GSM based remote terminal units/PLC with Analog & Digital Paramenter and features as specified to store and transmit data on GSM backbone.RTU/PLC designed with logic to transfer data at multiple stations and also compatible to satellite communication.

GSM Based wireless Communication system capable to transfer and gathered data from site to existing MCS including all accessories

Intelligent Energy meters

Isolation transformer (440v to step down 220v) for protection of RTU/PLC & instruments from high voltage and low voltage)

Auto phase reversal unit for auto phase corrector. (0-40 H.P)

Pressure transmitter

Electronic flow meter

Electronic flow meter up to 100 mm size

Electronic flow meter up to 150 mm size

Valve actuators

Valve actuators (100 mm size)

Valve actuators (150 mm size)

Actuator panels.

Hard wired timer circuit for actuators

Level sensor for OHT/Sump (capacitance type)

Single cabling between RTU's and field instruments 2 pair ×1.5 PVC coated flexible screens cable.

Control cable between RTU & field instruments-

4 C x 1.5 sq mm PVC Coated flexible unscreened cable.

10 C x 1.5 sq mm PVC Coated flexible unscreened cable.

Power cable for 3 ph actuators 4 c x 2.5 sq mm. cu power cable.

Conduit Pipe 1" (PVC)

Conduit Pipe 1.5" (PVC)

Accessories like AC relays,DC flexible & pipe,lugs etc.

Customisation of Software & Integration facility with SCADA software

Erection, Commissioning & Customization of i- RTU/ PLC & software.

Erection,Testing. commissioning & Integration with SCADA Station.

Flow Meter with clamps & complete accessories.

Actuators

Depth Sensor

Pressure sensor

SITC of controller with remote communication facility smart pressure sensor (IP-67),isolation transformer suitable solar panels with battery and cabling as required.

D.G.Set

Supply of 100 KVA, 440 Volts Silent DG Set comprising of diesel engine Coupled with alternator mounted on a common base frame, complete with AMF Control panel , Fuel Tank, Battery & Leads, Silencer – Residential, AVM Pads, First Fill of Lube Oil, Acoustic Enclosure.

Loading Unloading Testing and Commissioning of DG set at site

S/F of Aluminum Armored cable 50 sqmm 3.5 core for

S/F of GI Double loop Earthing (04 Nos.)complete in all respect

Supply of MS trolly for transporation of DG set

Customized develop version of SCADA software development with unlimited Digital and Analog IO as specified

HP/COMPAQ or Master control station Hardware with latest configuration and Minimum PIV processor, 1 TB HDD, 5 GB RAM, 52 x CDR/DVD, 18.5” LCD/LED/Plasma screen, mouse and key board

Front end Processor at MCS

APC or eq. 0.5 KVA rating UPS

HP or eq. 600 DPI inject color printer

GSM based wireless communication hardware for RTUs capable to transfer data from remote site to MCS/LMS with all accessories.

INTERNAL/EXTERNAL ELECTRIFICATION OF PUMP HOUSE

Wiring for light point, fan point etc. with 1.5 sq mm FR PVC insulated copper conductor single core cable in surface PVC conduit with piano type switch, phenolic laminated sheet, suitable size GI box, with earth wire of 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required.

Wiring for circuit/submain alongwith earth wire with the following size of FR PVC insulated copper conductor single core cable in surface PVC conduit as required.

2x2.5 sq. mm + 1x2.5 sq. mm earth wire

2x4 sq. mm + 1x4 sq. mm earth wire

Supply and fixing of Piano type 5 amp switch on the existing switch board.

Supply and fixing of 3 pin 5/6 amp socket outlet on the existing switch board.

Supply and fixing of metal box of 180 mmx100mmx160 mm deep on surface with suitable size phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 amp and 15x16 amp socket outlet and 15/16 amp piano type switch, connections, painting etc as required.

Supply and fixing of 8 way double door S.P.N. sheet steel, MCB DB, 240 V on surface complete with copper bus bar, neutral bus bar, earth bar, inter connections including earthing etc as required. (But without MCB/ RCCB/Isolator)

8 way double door

Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C serious MCB suitable for inductive load of following pole in the existing MCB DB complete with connection, testing etc as required.

Supply and fixing of double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required.

Supply and fixing of bulk head light Bajaj / Philips / equivalent make

Supply and fixing of 40 W LED tube light complete in all respect (Bajaj / Philips / Equivalent make)

Supply and fixing of 14 watt LED bulbs on above fitted Holder (Bajaj / Philips / Equivalent make)

Supply and fixing of 23 watt LED external lighting luminaires with mounting bracket etc. complete.

O&M WORKS COST OF SCHEME (WITHOUT ELECTRICITY) FOR 5 YEARS Zone- A:- TW- 2Nos,Disc-1500lpm, Rising main 150mm-600m,Dist-29150m, OHT 1Nos. 850KL, Connection- 1361 Nos.

Operation, Maintenance and Management w/s System (Zone- A During First Year)

Operation, Maintenance and Management w/s System (Zone- A During Second Year)

Operation, Maintenance and Management w/s System (Zone- A During Third Year)

Operation, Maintenance and Management w/s System (Zone- A During Fourth Year)

Operation, Maintenance and Management w/s System (Zone- A During Fifth Year)

O&M WORKS COST OF SCHEME (WITHOUT ELECTRICITY) FOR 5 YEARS Zone- B :- TW- 3Nos.Disc-1500lpm,Rising main-150mm -2070m and 200mm-630m ,Dis-28100m, OHT 1Nos. 1250KL, Connection- 1880 Nos.

Operation, Maintenance and Management w/s System (Zone- B During First Year)

Operation, Maintenance and Management w/s System (Zone- B During Second Year)

Operation, Maintenance and Management w/s System (Zone- B During Third Year)

Operation, Maintenance and Management w/s System (Zone- B During Fourth Year)

Operation, Maintenance and Management w/s System (Zone- B During Fifth Year)

O&M WORKS COST OF SCHEME (WITHOUT ELECTRICITY) FOR 5 YEARS Zone- C :- TW- 3Nos.Disc-1500lpm,Rising main-150mm -2070m and 200mm-630m ,Dis-28100m, OHT 1Nos. 1250KL, Connection- 1880 Nos.

Operation, Maintenance and Management w/s System (Zone- C During First Year)

Operation, Maintenance and Management w/s System (Zone- C During Second Year)

Operation, Maintenance and Management w/s System (Zone- C During Third Year)

Operation, Maintenance and Management w/s System (Zone- C During Fourth Year)

Operation, Maintenance and Management w/s System (Zone- C During Fifth Year)

O&M WORKS COST OF SCHEME (WITHOUT ELECTRICITY) FOR 5 YEARS Zone- D :- TW- 3Nos.Disc-1500lpm,Rising main-150mm -2070m and 200mm-630m ,Dis-28100m, OHT 1Nos. 1250KL, Connection- 1880 Nos.

Operation, Maintenance and Management w/s System (Zone- D During First Year)

Operation, Maintenance and Management w/s System (Zone- D During Second Year)

Operation, Maintenance and Management w/s System (Zone- D During Third Year)

Operation, Maintenance and Management w/s System (Zone- D During Fourth Year)

Operation, Maintenance and Management w/s System (Zone- D During Fifth Year)

O&M WORKS COST OF SCHEME (WITHOUT ELECTRICITY) FOR 5 YEARS Zone- E :- TW- 3Nos.Disc-1500lpm,Rising main-150mm -2070m and 200mm-630m ,Dis-28100m, OHT 1Nos. 1250KL, Connection- 1880 Nos.

Operation, Maintenance and Management w/s System (Zone- E During First Year)

Operation, Maintenance and Management w/s System (Zone- E During Second Year)

Operation, Maintenance and Management w/s System (Zone- E During Third Year)

Operation, Maintenance and Management w/s System (Zone- E During Fourth Year)

Operation, Maintenance and Management w/s System (Zone- E During Fifth Year)

O&M WORKS COST OF SCHEME (WITHOUT ELECTRICITY) FOR 5 YEARS Zone- F :- TW- 3Nos.Disc-1500lpm,Rising main-150mm -2070m and 200mm-630m ,Dis-28100m, OHT 1Nos. 1250KL, Connection- 1880 Nos.

Operation, Maintenance and Management w/s System (Zone- F During First Year)

Operation, Maintenance and Management w/s System (Zone- F During Second Year)

Operation, Maintenance and Management w/s System (Zone- F During Third Year)

Operation, Maintenance and Management w/s System (Zone- F During Fourth Year)

Operation, Maintenance and Management w/s System (Zone- F During Fifth Year)

O&M of Existing System During Construction Period

Operation & maintenance of Existing Facilities from which some part of the existing system will also be reuse in the new system as on where on basis, as per existing duration of water supply i/c billing & collection of tarrif from (to be deposited in the dedicated govt account) in all Zones of Jagjeetpur water supply scheme having 1 No. OHT, 7 Nos. TW, approx 15-150mm Dia 36 Km pipeline and 3000 nos. connections

TIRUPATI CEMENT PRODUCTS

M/s Kashmirilal Constructions Pvt. Ltd.