LWSS Dhalliara Surajpur

Amount

Construction of RCC over head tank following cap., with 10.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to tank including bends of requried degree, confirming to relevants code RCC stair case i/c G.I pipe railing 45cms. wide of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 40 kg., ventilator at top dome with minimum opening of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with earthing arrangement etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design calculations to be approved by the competent authority based on the soil bearing report and taking seismic forces in the design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipe, fittings complete including duck foot bends, puddle collars, expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job upto the entire satisfaction of Engineer-in-charge. ( Dia of pipe arrangement:- Inlet pipe 80mm dia, out let pipe 80mm dia and Scour pipe 80mm dia)

OHSR 35000 Ltr Cap. And Node No. 66

OHSR 20000 Ltr Cap. And Node No. 97

OHSR 15000 Ltr Cap. And Node No. 88

C/o RCC Circular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in foundation in all kinds of soil. including PCC (1:3:6) in foundation and M:30 design mix in bottom slab/raft ,walls and beams. and RCC (1:1.5:3) in roof slab/dome with provision of inspection path around the dome with all alied Civil Works such as c/o chamber for valves, refilling and disposing of surplus excavated earth with in all leads and lifts. The job also includes lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside, CI cowl type ventilator, SFRC manhole covers with frames of heavy duty with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness, All works shall be conforming to relevant IS code. The cost of valves,shall be included in the rates of tanks .complete in all respects to the entire satisfaction of the Engineer-in-charge .

Sector storage tank 230000 Ltr. Cap at Node No. 4

Sector storage tank 20000 Ltr. Cap at Node No. 26

Excavation in foundation, trenches etc. in earth work in all kinds of soil lift upto all height, stacking the excavated soil not more then 3 mtrs. clear from the edge of excavation & then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming & watering and then disposing of all surplus excavated earth as directed within all leads and lifts.

Pick Jumper work

Pick work

Providing and laying cement concrete 1:4:8(One cement :Four sand : Eight graded stone aggregate 40mm nominal size and curing complete excluding the cost of centering & shuttering in foundation and plinth within all leads and lifts.

Providing and laying cement concrete 1:6:12(One cement :Six sand : Twelve graded stone aggregate 40mm nominal size and curing complete excluding the cost of centering & shuttering in foundation and plinth within all leads and lifts.

Squarred rubble stone masonry coursed with hard stone of approved quality in foundation and plinth including racking out of joints in cement mortar 1:6 (One cement : Six sand) within all leads and lifts.

Providing and laying damp proof course 38mm thick with cement concrete 1:2:4 (One cement:two sand: four graded stone aggregate 12.50mm nominal size and curing complete within all leads and lifts.

Applying a coat of hot bitumen (mexphalt 80/100 equivalent) using 1.70 Kg. per Sqm. on damp proof course after cleaning the surface with a piece of cloth lightly socked in kerosene oil within all leads and lifts.

Brick work using common burnt clay building bricks (IInd class) in super structure above plinth level upto floor two level in cement mortar 1:6 (One cement: Six sand) within all leads and lifts.

2nd class half brick masonary in common brunt clay building bricks in super structure in cement mortar 1:4( One cement : four sand) complete within all leads and lifts.

Providing wood work in frames of doors, windows, clearstory, windows and other frames wrought, framed and fixed in position in 2nd class deodar wood within all leads and lifts.

Providing and fixing glazed and panelled glazed or panelled and glazed shutters for doors windows & clear story windows including black enamelled iron butt hinges with necessary screws 40mm thick 2nd class deodar wood with in all leads and lifts.

Providing and fixing wire gauge shutters using glavanised MS wire gauge of IS gauge destination 85 G with wire of dia 0.56mm for doors, windows including bright finished black enamelled iron hinges with necessary screws 40mm thick 2nd class deodar wood (40mm thick) within all leads and lifts.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battons and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4.00mtrs. and removal of the same for in-situ-reinforced and plain concrete work in:-

lat surfaces such as soffits of suspended floors, roofs, landing and the like floor etc. upto 200mm in thickness within all leads and lifts.

Vertical surface such as walls (any thickness) partitions and the like including attached pillasters,buttresses, plinth and string courses and the like within all leads and lifts.

Beams, cantilevers, girders and lintels:-Sides and soffits of beam haunching cantilever, girder, bressumers and lintels not exceeding 1.00 meter in depth within all leads and lifts.

Column, pillars, posts and struts beyond 4.00 mtrs. complete within all leads and lifts

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

Suspended floor, roofs landing and shelves and their supports balconies beams girders bressumers and cantilevers upto floor two level within all leads and lifts.

Foundation footing, bases of columns etc. and the like mass concrete within all leads and lifts.

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

20 mm thick cement plaster in single coat on rough side of bricks /stone masonary for interior plastering up to floor two level including arrises, internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (One cement: Six sand) within all leads and lifts.

15 mm thick cement plaster in single coat on rough side of bricks /stone masonary for interior plastering up to floor two level including arrises, internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:3 (One cement: Three sand) within all leads and lifts.

6 mm thick cement plaster to ceiling in cement mortar 1:3(One cement :three sand) within all leads and lifts .

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

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level within all leads and lifts.

Applying two coat of wood preservative on new wood based surface after and including preparing the surface by thoroughly cleaning dirt ,dust and other foreign matter ,sand papering and knoting within all leads and lifts.

Applying a priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink within all leads and lifts.

Painting two coats (excluding priming coat) on new wood and wood based surfaces with ready mixed paint brushing to give an even shade including cleaning of all dirt, dust and other foreign matter and sand papering and stopping with ready mixed paint other than white within all leads and lifts.

White washing with lime on un-decorated walls surfaces( two coats) to give an even shade, including thoroughly brooming the surface to remove all dirt, dust mortar, dust and other foreign matter within all leads and lifts.

Finsihing wall with water proofing cement paint of approved brand and manufacture and required shade on un-decorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials within all leads and lifts.

Providing and fixing MS fan clamp type-I of 16 mm dia Ms bar bend to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop as per standard design within all leads and lifts.

Steel work welded in built up sections, trusses & framed work including cutting, hoisting and fixing in position and applying a priming coat of red paint:- In grating, framed, guards bars, ladders,railing, brackets & similar works within all leads and lifts.

Providing 40x3 mm flat iron hold fast 40 cm long including fixing to frame with 10mm diameter bolts nuts and wooden plugs and embeding in cement concrete block 30x10x15cm 1:3:6 (One cement: three sand: six graded stone aggregate 20mm nominal size) within all leads and lifts.

Providing and fixing of following anodized alluminium fittings of anodized transparent and shade with necessary screws etc. within all leads and lifts.

Sliding door bolts 250x16mm.

Tower bolts ( Barrel type) 200x10mm.

Tower bolts ( Barrel type) 150x10mm

Handles 125mm.

Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flats square or round bars with rounded headed bolts and nuts or by screws within all leads and lifts.

Stone/Boulder filling under floors/behind retaining walls within all leads and lifts .

P/F PVC pipe 100mm dia for beep hole with in all leads and lifts.

Providing and laying cement concrete 1:5:10(One cement : five Sand : ten graded stone aggregate 40mm moninal size) with 15% plums & curing complete excluding the cost of form work in Retaining/wall & Beast/walls, the size of plums shall usually be 150mm to 300mm, as per HPPWD specification as per direction of Engineer in charge within all leads and lifts.

Providing in RCC work smooth finishing of the exposed surface with cement motor 1:3(One cement:Three sand) within all leads and lifts.

Providing and fixing of precast concrete SFRC manhole cover with internal frame & cover system conforming to IS specifications code-12592-Part-I & II with latest ammendments having size of 560mm internal dia within all leads and lifts.

Demolition below Ground level upto 1.50 mtrs. depth including stacking of serviceable materials and disposal of unserviceable materials within 20 meters lead and including cutting the necessary reinforcement and separating from R.C.C. work within all leads and lifts.

Providing and laying cement concrete 1:1.5:3 (One cement:one & half sand:three graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-.

Flat surfaces such as suspended floors, roofs, beams and girders within all leads and lifts.

Vertical surfaces such as wall(any thickness) partitions and the like including attached pilasters, buttresses, plinth & string courses etc.and the like.

Column, pillars, posts & struts and the like square or rectangular in plan upto floor two level within all leads and lifts.

Laying , jointing & testing of bevelled ended G.I.pipe with 94% butt welded joints &6% flanged where ever required by electrical arc welding ( welding thickness shall be equal to pipe wall thickness)and testing of G.I.pipe make of following dia meters confirming to IS-1239-1990 (part-II), having wall thickness as specified below capable of withstanding required test pressure, including manufacturing and fabrication of reducers/tapers, all short pieces, bends etc. as per site requirement made from parent tubes. The laying of pipe shall also include welding of flanged joints of every XVIIth pipe duly welded in three layers (two inner one outer) and all operations such as cutting, welding, jointing, fabrication of bends, tees, making bevelled pipe ends suitable for butt welding, lowering & laying in excavated trenches to ensure required level complete in all respects to the best satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately). The fabricated bends shall have three or four cuts having its radious not less than five times the dia of pipe. The welding electrodes shall be as per IS-814 of Advani Orelikon/L&T of IsI marked make. The rates also includes entire carriage of material, flusing, cleaning & hydraulic testing of pipes, D.P. test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer-in-charge within all leads and lifts.

(i) 100mm dia (MC) with flange T-17

(ii) 100mm dia (MC) with flange T-5

Providing and fixing of M.S.flanges joint as per IS:6392-1971 (latest with upto date ammendments) and welding of M.S.flanges with G.I.pipes be done in two layers on both faces to make the joint leak proof (providing and laying of G.I.pipes to be measured and paid for separately). The welding of flanges should be as per IS:816-1969 with electrodes as per IS:814-1991 with required number of nuts and bolts as per IS:1369-1967 & compressed asbestos fibre gasket sheet not less than 3mm in thickness as per IS:2712-1998. The work shall be done as per entire satisfaction of the Engineer-in-charge complete in all respect. (100mm dia T-5)

(i) 100mm dia (MC) with flange T-17

(ii) 100mm dia flange T-5

Laying, jointing & testing in trenches Galvanised mild steel tube (Light class) of following diameter including tube fittings complete (earth work to be measured and paid for separately) including testing of joints,within all leads and lifts .

15mm dia

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

100mm dia

Dismentalling of old G.M.S. tubes of following dia (earth work in trenches to be measured and paid for separately) within all leads and lifts.

15 mm dia

20 mm dia

32 mm dia

40 mm dia

Re-Laying, jointing & testing old dismentalled pipe in trenches Galvanised mild steel tube (Light class) of following diameter including tube fittings complete (earth work to be measured and paid for separately) including testing of joints,within all leads and lifts .

15 mm dia

20 mm dia

32 mm dia

40 mm dia

Providing and fixing Gun metal full way peet valve Unik/Kirti/Unique/Jindal make of following dia including masonary chamber complete in all respect.

15mm dia

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

100mm dia

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

Total Head =129.11 mtr.

Discharge required from each pum = 6.35 LPS

No. of pump required = 2.00 Nos . One as act stand bye

Location of the site of inatallation of machinery = the site is located at a distance of 26.00 kmts from Ranital Railway station by road & 0.500 KM on head load ( for the installation of both machineries.

The Altitude of installation. The altitude of place is 650 mtrs above MSL,Type of current. AC Three phase supply with, Rate Voltage Rate Voltage 415+ 10%,Type of water and its source Clear water from T/well,Charactristics of water. Ambient Temperature dig.c 20 dig. C,b)Turbidity NTU 10, c)Hardness 260Mg/Ltrs(as CaCO3) = -,d) PH 7.5 = -,e)total solid Mg /Ltrs = -,f)Other = -,Depth of P/well/ T/well 90 mtr. LWL in P/well T/well ,Center line level of pump = mtr.,Discharge level of highest point = ,Static head in Mrs = 68.00mtrs.,Length of R/Main = 950 mtr.,Dia of Rising main = 100MM dia No of working hours per day = 8.00 Hours,Limit of pump operation. = (-) 15 % (+) 10% of total head,R.P.M. of pumping set.= 2900 RPM ( or to be specified by the tenderer)Test run.= 8 Hours continueously for 7 days

Supply , Installation, Testing and Commissioning of Fully Automatic LT Panel for centrifugal pump made out of 16 Gauge sheet powder coated dust and veremin proof wall mounted and front opering door type switch board with copper insulated wiring suitable to operate 2 nos. pump of rating 20 HP automatically through Variable Frequency Drive Starter. Starter should be capable to handle all the faults like short circuit, over current, under current, over voltage, under voltage, dry pump protection. It should get on and off command automatically from PLC and HMI. Monitoring and controlling of Pump running and tripping status should be monitored and controlled remotely through IOT enabled device. Access should be given to 3 users. Make: Aarmation Electric Private Limited/MAS/ELLES = 1 No.

Variable frequency drive starter of 20 HP Heavy Duty for smooth start and smooth stop of pumps and for the energy conservation in the system. It Should be capable to control the frequecy of pumps through out the operation and also should be capable to maintain the power factor of the system within acceptable limits. It should have ambient temperature 50 Degree without derating and have conformal coating class 3C2, so that it can work in any harsh environment like moisture etc. Make: Aarmation Electric Private Limited/MAS/ELLES = 2 No

Multi function meter indicating different parameters like Current, Voltage, KWH, PF, THD etc with RS 485 communication Make L&T/Conserve/Siemens = 1 No

MCB /MCCB suitable capacity of L&T / Standard make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition) with neutral linked under voltage release. = 1 No

Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 ( Part I & II ) latest with upto date ammendments. = 2 No.

ncommer MCCB with for proper short circuit capability for both the starters make L&T/Schnieder/ABB = 2 No.

On / Off indicator and push button, Control and power wiring,Power capacitor,Cooling fan 230 VAC, Contorl terminal, Buss Bar, i.e.Bolt, insulator, etc. = 1 No.

Input Choke which should be installed at the input of VFD starter, so that there should be proper protection in case of any voltage surge and distortions in signal = = 1 No.

Control Transformer to safegaurd the control circuit of all the components from the voltage surges and spikes. = 1 No.

Output contactors in the output of VFD to run the pump = 2 No.

Transporatation and Carrage Charges for panel till site = 1 No.

Programmable logic controller with appropriate digital and analog inputs and outputs to give automatic command to star delta and also will get data from Multi function Meter for Current, Voltage, KWH, PF and THD. Make Mitsubishi/L&T/Delta = 1 No.

HMI 7" display with IOT to give on and off command manually and also to show pump running and breakdown status at pump station Make Wientek/Exor/Mitsubishi/Mecon. = 1 No.

Supply of software with license to monitor data at Laptop/Mobile in form of Software and Mobile Application for 3 users = 1 No.

Level Sensor to indicate the water level of tank remotely = 1 No.

Cloud GateWay for Data Cluding to Server = 1 No.

Cable for Communication for Water Level Sensor = 1 No.

Installation and Commissioning = 1 No.

Supply of fixing of doble flanged cast iron sluice valve heavy size one dia higher tha pump size to delivery of pump class PN 1.6 of Kirloskar/Kilburn/Leader make conforming to BIS 14846-2000 laest with up to date ammendments having seat pressure of 16.32kg/cm2 complete in all respect.

Supply of Kirloskar/ Kilburn/Leader make Cast iron double flanged swing check type reflux valve class PN 1.6 having bye pass arrangement ( to be provided on delivery side) of size of one size higher than the delivery size of pump and shall be suitable for withstanding nominal seat presure of 16 Kg/Cm2 as per BIS 1868-API-600 ( Latest edition)

Supply of Kirloskar/ Kilburn/Leader make Cast iron class PN 1.6 double flanged swing check type reflux valve having bypass arrangement equal to dia of Risng main i.e. 125mm shall be suitable for withstanding nominal seat pressure of 16 Kg/Cm2 as per BIS 5312-1984 (Part-I)

Providing & laying PVC insulated jointless, flat water proof copper cable of Siemens/Finolex/ Grandlay/ Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(one cable carrying all three phases) including all other electrical equipment /accessories such as thimbles ,flexible pipe, solder, nuts & bolts cable glands etc. laid in pipes or trenches under floor. The type,size & make will be subject to approval of HPSEB authorities.In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.

On supply side of 3½ core coper cable 2.50 mm^2 ( From HPSEB Meter to Switch & Starter).

On motor side 3 core flat joint less copper cable of size 2.50 mm^2 ( From Switch & Starter to Motor) pump installed in the bore.

Supply & errection of floor/wall mounted power shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of requirement KVAR according to 100 BHP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including Standard/ L&T/Kilburn/Indo asian make ICTP switches conforming to BIS 4064- 4064-1978 or latest with HRC fuses. (range to be specified by the tenderer).( Capacity of each capacitor is 3 KVAR

Supply of standarad make 100 mm dia circular/square dial pressure gauge of suitable range Fiebeg/Bourden/ Precision make with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments.

P/L G.I./MSERW pipe considering site requirements and having appropriate size in accordance with the delivery size of pumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operating pressure including all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. The pipe material shall conform to relevant BIS Code and capable of with standing FTP equal to 1.5 times the operating pressure the complete arrangement shall compromise of

Suction Pipe ---------- mm dia = to be specified by the Tenderer

Delivery pipe -----------mm dia = to be specified by the Tenderer

Common header = 100 mm dia

NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge

Errection of all equipments including cost of tees, bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.

Centrifugal Pumping machinery Supply of horizontal spindle,horizontal/radial split casing and suction (backpull out arrangement) single/ double / multistage centrifugal pumps or combination of pumps in series /parallel of KSB/Mather & Platt/Jyoti/Kirloskar/BE/Maxflow/Beaconweir/Sabar make conforming to BIS: 1520-1980 (latestwith upto date ammendments) read with BIS: 9137-1978 (latest edition) suitable for lifting water of under mentioned charactristics with impellers of bronze/suitable alloy, priming funnels,casing ring & shaft sleeves of bronze/ suitable alloy, shaft of sutable steel grade with cast iron casing coupled directly through a flexible coupling on a common C.I. / Cast steel base plate (base plate to be from the principle manufacturer of pumping set) to slippering/squirrel cage screen protected drip proof electric induction motor of Kirlokar /NGEF/Crompton / Siemen /Jyoti /BHEL /GEC( Marrathon) /ABB conforming to BIS: 325-1978 read read with BIS: 900-1968 (latest with upto date ammendments) It should include the cost of bearings, nuts & bolts,painting etc. and shall be suitable for operation as per data given below.

Total Head= 230.94 Mtrs. Discharge required from each pump = 14.33 lps of each pump No. of pump required 2.00 set ( one will act as stand by) Location of the site of installation of machinery = the site is located as a distance of 26 Km from Ranital Railway station and 0.500 KM on head load ( for the installation of both machineries) The altitude of installation = 750 MSL Type of current AC three phase supply with freqduency of 75 cycle per second. Rate Voltage 415+ 10%, Type of water and its source Clear water shaft level = 550.50 level of discharge poine = 750.30 Static head = 199.30 Charactristics of water. Ambient Temperature dig.c b)Turbidity NTU c) Hardness 260Mg/Ltrs(as CaCO3) = -,d) PH 7.5 = -,e)total solid Mg /Ltrs = -,f)Other = -,Depth of well assembly No of working hours per day = 8.00 Hours, length of Rising main = 3150 Rmt. Dia of Rising main = 125 mm Limit of pump operation. in the completem Range of = (-) 175% R.P.M. of pumping set.= 2900 RPM Test run.= 8 Hours continueously for 7 days

Supply , Installation, Testing and Commissioning of Fully Automatic LT Panel for centrifugal pump made out of 16 Gauge sheet powder coated dust and veremin proof wall mounted and front opering door type switch board with copper insulated wiring suitable to operate 2 nos. pump of rating 80 HP automatically through Variable Frequency Drive Starter. Starter should be capable to handle all the faults like short circuit, over current, under current, over voltage, under voltage, dry pump protection. It should get on and off command automatically from PLC and HMI. Monitoring and controlling of Pump running and tripping status should be monitored and controlled remotely through IOT enabled device. Access should be given to 3 users. Make: Aarmation Electric Private Limited/MAS/ELLES

Variable frequency drive starter of 80 HP Heavy Duty for smooth start and smooth stop of pumps and for the energy conservation in the system. It Should be capable to control the frequecy of pumps through out the operation and also should be capable to maintain the power factor of the system within acceptable limits. It should have ambient temperature 50 Degree without derating and have conformal coating class 3C2, so that it can work in any harsh environment like moisture etc. Make: Aarmation Electric Private Limited/MAS/ELLES = 2 No.

Multi function meter indicating different parameters like Current, Voltage, KWH, PF, THD etc with RS 485 communication Make L&T/Conserve/Siemens = 1 No

MCB /MCCB suitable capacity of L&T / Standard make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition) with neutral linked under voltage release. = 1 No.

Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 ( Part I & II ) latest with upto date ammendments. = 2 No.

Incommer MCCB with for proper short circuit capability for both the starters make L&T/Schnieder/ABB = 2 No.

On / Off indicator and push button, Control and power wiring,Power capacitor,Cooling fan 230 VAC, Contorl terminal, Buss Bar, i.e.Bolt, insulator, etc. = 1 No.

Input Choke which should be installed at the input of VFD starter, so that there should be proper protection in case of any voltage surge and distortions in signal = 1 No.

Control Transformer to safegaurd the control circuit of all the components from the voltage surges and spikes. = 1 No.

Output contactors in the output of VFD to run the pump = 2No.

Transporatation and Carrage Charges for panel till site = 1 No.

Programmable logic controller with appropriate digital and analog inputs and outputs to give automatic command to star delta and also will get data from Multi function Meter for Current, Voltage, KWH, PF and THD. Make Mitsubishi/L&T/Delta = 1 No.

HMI 7" display with IOT to give on and off command manually and also to show pump running and breakdown status at pump station Make Wientek/Exor/Mitsubishi/Mecon. = 1 No.

Supply of software with license to monitor data at Laptop/Mobile in form of Software and Mobile Application for 3 users = 1 No.

Level Sensor to indicate the water level of tank remotely = 1 No.

Cloud GateWay for Data Cluding to Server = 1 No.

Cable for Communication for Water Level Sensor = 1 No.

Installation and Commissioning = 1 No.

Supply of fixing of doble flanged cast iron sluice valve heavy size one dia higher tha pump size to delivery of pump class PN 1.6 of Kirloskar/Kilburn/Leader make conforming to BIS 14846-2000 laest with up to date ammendments having seat pressure of 16.32kg/cm2 complete in all respect.

Supply of Kirloskar/ Kilburn/Leader make Cast iron double flanged swing check type reflux valve class PN 1.6 having bye pass arrangement ( to be provided on delivery side) of size of one size higher than the delivery size of pump and shall be suitable for withstanding nominal seat presure of 16 Kg/Cm2 as per BIS 1868-API-600 ( Latest edition)

Supply of Kirloskar/ Leader make Cast iron class PN 1.6 double flanged sluice valve having bye pass arrangement in suctin side i.e. 125mm dia shall be suitable for withstanding nominal seat presure of 16 Kg/cm2 as per BIS 5312-1984 ( part-I)

Supply of Kirloskar/ Leader make Cast steel double flanged swing check type reflux valve having bypass arrangement of class ASA-300 confirming to BS 1868 (API-600) ( latest edition) to be provided on Rising main) of size and shall be suitable for withstanding nominal seat pressure of 52 Kg/cm2 ( 125mm dia)

Providing & laying PVC insulated jointless, flat water proof copper cable of Siemens/Finolex/ Grandlay/ Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(one cable carrying all three phases) including all other electrical equipment /accessories such as thimbles ,flexible pipe, solder, nuts & bolts cable glands etc. laid in pipes or trenches under floor. The type,size & make will be subject to approval of HPSEB authorities.In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.

On supply side of 3½ core coper cable 70mm^2 ( From HPSEB Meter to Switch & Starter).

On motor side 3 core flat joint less copper cable of size 50 mm^2 ( From Switch & Starter to Motor) pump installed in the bore.

Supply & errection of floor/wall mounted power shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of requirement KVAR according to 100 BHP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including Standard/ L&T/Kilburn/Indo asian make ICTP switches conforming to BIS 4064- 4064-1978 or latest with HRC fuses. (range to be specified by the tenderer). ( Capacity of each capacitor 21 KVAR)

Supply of standarad make 150 mm dia circular/square dial pressure gauge of suitable range Fiebeg/Bourden/ Precision make with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments.

P/L G.I./MSERW pipe considering site requirements and having appropriate size in accordance with the delivery size of pumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operating pressure including all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. The pipe material shall conform to relevant BIS Code and capable of with standing FTP equal to 1.5 times the operating pressure the complete arrangement shall compromise of

Suction Pipe ---- mm dia

Delivery pipe --- mm dia

Common header = 125 mm dia

NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge

Providing and lying double loop earthing with coper plate 600x600 x3 thick electrode and copper strip of 25x3 complete including providing of material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, Copper /GI wire/ Strips of required capacity conforming to BIS 8034-1978 latest with upto date ammendments for above motor & other electriacl equipments including all civil works. (for both machineries)

Errection of all equipments including cost of tees, bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.

Wiring for light point/fan point/fan point/Exhaust fan point/call bell point moduled type with 1.5 Sqmm PVC insulated copper conductor cable in surface/recessed PVC conduit pipe as required within all leads and lifts.

Wiring for light /power plug point with 2x4 Sqmm PVC insulated copper conductor single core cable in surface/recessed PVC conductor alongwith 1 No. 2.24 Sqmm dia bar copper wire for loop earthing as required within all leads and lifts.

Wiring for circuit wiring with 2x1.5 Sqmm. PVC insulated, copper conductor single core cable in surface/recessed steel conduit as required including carriage of material upto all leads and lifts 2x6 Sq.mm

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

Supplying & fixing metal box of 180x100x60mm deep ( Nominal size) on surface /recess with suitable size phenolic laminated steel cover fixing 3 pin 15/16 amps socket tumber/ piano type swich connection painting etc. including carriage of material within all leads and lifs.

Supplying & fixing backalite batton/ angle holter including connection as required complete in all respect.

Providing installation, testing and commissioning of ceiling fan and regulator including wiring the road of standard length up to 30cm with 1.5 Sq.mm PVC insulated copper conductor single core cable etc. complete as required sweep type complete in all respect.

Providing, installing, testing and commissioning of pre-wired flourecent tube fittings complete with ballast starter and capacitor but excluding florecent tube rod suitable to operate on 230 volts, single phase AC supply directly on surface with copper wiring as required including carriage of material within all leads and lifts.Catagory A-63.

Providing and fixing 40 Amp to 63 amp rating 240 Volt "L" series maniature circular breaker of following poles in the existing MCBDB complete with connection, testing and commissioning etc. as required including carriage of material within all leads and lifts Catatory -A 63 Amp.

Supply & fixing of following 2 way single pole and nutral link sheet steel MCB distribution board 240 volts surface or recess complete with tinned copper busbar,nutral link earth bar,din bar, detachable gland plate, inter connections including painting , earthing etc. as required bus bar 8 way within all leads and lifts.

Supplying & fixing or 5 to 32 Amp. rating 240 volts "G" series MCB of following poles in the existing MCBDB complete with connection, testing and commissioning etc. as required complete in all respect.

Earthing with G.I.earth pipe 4.5 Mtr. long 40mm dia including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. complete in all respect.

Extra using salt and Charcoal for pipe earth electric rod as required including carriage of material incluidng all leads and lifts.

Suplly and laying 6 Sq.mm GI wire at 0-50 mtr below ground level for conductor earth electrode incluidng soldering etc. as requried including carriage of material within all leads and lifts.

Suplly and laying and testing street light fixture with CFL 36 Watt copper ballast GI pipe bracket complete in all respect.

sadeep kumar

Shashank Jagota Govt. Contractor

Sushant Puri

Dogra Construction Company Pvt Ltd

Vijay kumar kushwaha