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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.1 CrAccepted-AOC SF NO 454 RAGHUPATHYNAICKENPALAYAM RAILWAY COLONY POONDURAI MAIN ROAD ERODE | ERODE | ERODE | TAMIL NADU | ₹17.1 Cr Quoted ₹17.9 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L2₹20.0 CrRejected-AOC DAM ROAD TALWARA TOWNSHIP DISTT HOSHIARPUR PB | ₹20.0 Cr | L2 | Rejected-AOC REJECTED |
| 3 | L3₹21.1 CrRejected-AOC | ₹21.1 Cr | L3 | Rejected-AOC REJECTED |
| 4 | L4₹21.4 CrRejected-AOC | ₹21.4 Cr | L4 | Rejected-AOC REJECTED |
Tender Value
₹16.3 Cr
EMD Value
₹16.3 L
Closing Date
13 May 2022, 11:00 amClosed
EXECUTIVE ENGINEER
JAL SHAKTI DIVISION INDORA
Providing functional house hold tap Connection (FHTC) to various villages of Indora area in Tehsil Indora Distt. Kangra H.P. (Under Jal Jeevan Mission)
2022_HPIPH_60194_1
EA-I/Tender/2022-23-1251-80
Open Tender
Civil Works
365 days
INDORA
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,500
₹16.3 L
11 Jul 2022
30 Apr 2022
13 May 2022
30 Apr 2022
13 May 2022
30 Apr 2022
Amount
SOURCE
ZONE-C (LWSS Indpur Dhantol) Drilling and lowering of assembley and development of Tube well 140 mtrs. Deep with Rotary Rig .
ZONE-E (LWSS LWSS Paniala) Drilling and lowering of assembley and development of Tube well 125 mtrs. Deep with Rotary Rig
ZONE-G (LWSS Lambi Pattiyan) Drilling and lowering of assembley and development of Tube well 125 mtrs. Deep with Rotary Rig
ZONE-N (LWSS Jhangrara) Drilling and lowering of assembley and development of Tube well 110 mtrs. Deep with Rotary Rig
ZONE-O (LWSS Pahari Damtal) Drilling and lowering of assembley and development of Tube well 125 mtrs. Deep with Rotary Rig
ZONE-P (LWSS Tokki )Drilling and lowering of assembley and development of Tube well 110 mtrs. Deep with Rotary Rig
PUMP HOUSE : Designing, Constructing, Testing & Commissioning of Pump House & Chowkidar Room at following Locations including all allied Civil Works , Electrical works, Sanitay work, c/o precast toilet development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, Toilets, Septic Tanks, internal and External Solar powered Street lighting, External landscaping, Fire Fighting arrangement, Gantry Crane, dewatering etc complete as directed by engineer in charge The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account. for speafication refer to data sheet No 1
ZONE-C (LWSS Indpur Dhantol) Construction of pump house cum attendent Room
ZONE-E (LWSS Paniala) Construction of pump house cum attendent Room
ZONE-G (LWSS Lambi Pattiyan) Construction of pump house cum attendent Room
ZONE-M (LWSS Malot) Construction of pump house cum attendent Room
ZONE-N (LWSS Jhangrara) Construction of pump house cum attendent Room
ZONE-O (LWSS Pahari Damtal ) Construction of pump house cum attendent Room
ZONE-P (LWSS Tokki ) Construction of pump house cum attendent Room
ZONE-Q (LWSS Majra) Construction of pump house cum attendent Room
Construction of boundary wall around the pump ( Pillars to be constructed in brickwork and fencing panels of standard size i.e. 1.20x1.80 ) complete in all respects within all leads and lifts as per direction and satisfaction of engineer in charge for specification refer to Data Sheet No. 1 (i)
ZONE-C (LWSS Indpur Dhantol)
ZONE-E (LWSS Paniala)
ZONE-G (LWSS Lambi Pattiyan)
ZONE-N (LWSS Jhangrara)
ELEVATED MAIN & SERVICE RESERVOIRS Designing, Constructing, Testing & Commissioning R.C.C. Elevated Circular Over head storage tanks as per capacity given below at various stages/sites including excavation in all kinds and types of strata, soil strata including dewatering in M30 design mix in foundation, walls, bottom slab , roof slab/dome with smooth finishing in 1:3 inside the tank, all alied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, refilling and disposing of surplus stuff with in all leads and lifts, labour and material charges. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipeproper manifiold at outlet including all fittings, 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 ventilator with mosquito proof wire mesh,lightening arrester complete ,SFRC manhole covers including frames and covers (medium duty) with proper locking arrangement water level indicator, RCC frames for all valves ventilating shafts shall also be provided including all leads and lifts as per entire satisfaction of Engineer-in-Charge. The tanks shall be hydraulically tested for water tightness all works shall be conforming to relevant IS code. The cost of valves & other accessories shall be included in the rates of tanks . Battery Limit shall be considered as 3.00 m from the edge of the structure or the boundary of the land whichever is less.The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.The work shall include supplying of Five sets of structural design after testing the bearing capcity of soil and drawings, etc complete as directed by engineer in charge as per relevent data sheet and scope of work for specification refer to Data sheet No.2
ZONE-A (LWSS Sanour) RCC Overhead tank 40,000 litre capacity with 10 mtrs. Staging height at Node-4
ZONE-B (LWSS Chanour) RCC Overhead tank 1,10,000 litre capacity with 20 mtrs. Staging height at Node-3
ZONE-C (LWSS Indpur Dhantol) RCC Overhead tank 45,000 litre capacity with 10 mtrs. Staging height at Node-8
ZONE-E (LWSS Paniala) RCC Overhead tank 30,000 litre capacity with 1 mtrs. Staging height at Node-1
RCC Overhead tank 1,00,000 litre capacity with 15 mtrs. Staging height at Node-3
ZONE-G (LWSS Lambi Pattiyan) RCC Overhead tank 30,000 litre capacity with 1 mtrs. Staging height at Node-1
ZONE-G (LWSS Lambi Pattiyan) RCC Overhead tank 65,000 litre capacity with 10 mtrs. Staging height at Node-4
ZONE-G (LWSS Lambi Pattiyan) RCC Overhead tank 1,10,000 litre capacity with 1 mtrs. Staging height at Node-3
ZONE-H (LWSS Mohtali) RCC Main storage tank 80,000 litre capacity with 15 mtrs. Height at Node-2
ZONE-K (LWSS Channi) RCC Overhead tank 30,000 litre capacity with 12 mtrs. Staging height at Node-8
ZONE-M (LWSS Malot) RCC Overhead tank 80,000 litre capacity with 15 mtrs. Staging height at Node-3
ZONE-N (LWSS Jhangrara) RCC Overhead tank 55,000 litre capacity with 1 mtrs. Staging height at Node-1
ZONE-P (LWSS Tokki) RCC Overhead tank 1,55,000 litre capacity with 15 mtrs. Staging height at Node-2
ZONE-Q (LWSS Majra ) RCC Overhead tank 50,000 litre capacity with 15 mtrs. Staging height at Node-2
ZONE-S (LWSS Bhapoo ) RCC Overhead tank 40,000 litre capacity with 1 mtrs. Staging height at Node-2
Construction of Inspection Hut and boundary wall around the inspection hut for specification refer to data sheet no. 6 & 6 (i)
RISING MAIN Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration, unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.
ZONE-C (LWSS Indpur Dhantol)
ZONE-E (LWSS Paniala)
ZONE-G (LWSS Lambipattiyan)
ZONE-K (LWSS Channi)
ZONE-M (LWSS Malot)
ZONE-N (LWSS Jahngrara)
ZONE-O (LWSS Pahari Damtal)
ZONE-P (LWSS Tokki)
ZONE-Q (LWSS Majra)
Providing , laying, jointing & testing with circumfrential butt welded joints by electrical arc welding ( welding thickness shall be equal to pipe wall thickness) steel flanged pipes after every 100 mtr of pipe of following diametr .Conforming to IS 1239-1990 (Part-II), having wall thickness as specified below capable of withstanding required test pressure, including manufacturing and febrication of reducers/ tapers , all short pieces, etc. as per site requirement made from parent tubes . (Earth work in trenches and the cost of providing flanges i/c nut & bolts, gasket will be measured and paid for separately) and all operations such as cutting, welding, jointing, fabrication of tees i.e. lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of the Engineer in charge. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and all the specials ( If damaged during laying & jointing operation of pipe) made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing, D.P. test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Refer to Data Sheet No. 3)
ZONE-C (LWSS Indpur Dhantol) 125 mm dia (MG) (PE) Table-17
ZONE-C (LWSS Indpur Dhantol) 125 mm dia (MG) (PE) Table-5
ZONE-E (LWSS Paniala) 80 mm dia (MG) (PE) Table-5
ZONE-E (LWSS Paniala) 80 mm dia (MG) (PE) Table-17
ZONE-G (LWSS Lambipattiyan) 80 mm dia (MG) (PE) Table-5
ZONE-G (LWSS Lambipattiyan) 80 mm dia (MG) (PE) Table-17
ZONE-G (LWSS Lambipattiyan) 80 mm dia (MG) (PE) Table-28
ZONE-K (LWSS Channi) 65 mm dia (MG) (PE) Table-5
ZONE-K (LWSS Channi) 65 mm dia (MG) (PE) Table-17
ZONE-M (LWSS Malot) 65 mm dia (MG) (PE) Table-5
ZONE-M (LWSS Malot) 65 mm dia (MG) (PE) Table-17
ZONE-M (LWSS Malot) 65 mm dia (MG) (PE) Table-28
ZONE-N (LWSS Jhangrara) 50 mm dia (MG) (PE) Table-17
ZONE-N (LWSS Jhangrara) 50 mm dia (MG) (PE) Table-28
ZONE-N (LWSS Jhangrara) 65 mm dia (MG) (PE) Table-5
ZONE-N (LWSS Jhangrara) 65 mm dia (MG) (PE) Table-17
ZONE-N (LWSS Jhangrara) 65 mm dia (MG) (PE) Table-28
ZONE-N (LWSS Jhangrara) 80 mm dia (MG) (PE) Table-5
ZONE-N (LWSS Jhangrara) 80 mm dia (MG) (PE) Table-17
ZONE-N (LWSS Jhangrara) 100 mm dia (MG) (PE) Table-5
ZONE-O (LWSS Pahari Damtal) 100 mm dia (MG) (PE) Table-5
ZONE-P (LWSS Tokki) 100 mm dia (MG) (PE) Table-5
ZONE-Q (LWSS Majra) 65 mm dia (MG) (PE) Table-5
ZONE-Q (LWSS Majra) 65 mm dia (MG) (PE) Table-17
Providing , Welding & fixing of MS flanges to confirming to IS 6392-1971 ( Latest with upto date amendments) of flange table with MS tubes in one layer on outer face & one layer on inner face to make the joint leak proff. The thicknes of gasket not less then 3.00 mm confirming to IS 2712-1965 complete in all respect and to the best satisfaction and direction of Engineer -in-charge with in all leads & lifts. Flange to be welded after 6 mtr interval of pipe.
ZONE-C (LWSS Indpur Dhantol) 125 mm dia (MG) (PE) Table-5
ZONE-C (LWSS Indpur Dhantol) 125 mm dia (MG) (PE) Table-17
ZONE-E (LWSS Paniala) 80 mm dia (MG) (PE) Table-5
ZONE-E (LWSS Paniala) 80 mm dia (MG) (PE) Table-17
ZONE-G (LWSS Lambipattiyan) 80 mm dia (MG) (PE) Table-5
ZONE-G (LWSS Lambipattiyan) 80 mm dia (MG) (PE) Table-17
ZONE-G (LWSS Lambipattiyan) 80 mm dia (MG) (PE) Table-28
ZONE-K (LWSS Channi) 65 mm dia (MG) (PE) Table-5
ZONE-K (LWSS Channi) 65 mm dia (MG) (PE) Table-17
ZONE-M (LWSS Malot) 65 mm dia (MG) (PE) Table-5
ZONE-M (LWSS Malot) 65 mm dia (MG) (PE) Table-17
ZONE-M (LWSS Malot) 65 mm dia (MG) (PE) Table-28
ZONE-N (LWSS Jhangrara) 50 mm dia (MG) (PE) Table-17
ZONE-N (LWSS Jhangrara) 50 mm dia (MG) (PE) Table-28
ZONE-N (LWSS Jhangrara) 65 mm dia (MG) (PE) Table-5
ZONE-N (LWSS Jhangrara) 65 mm dia (MG) (PE) Table-17
ZONE-N (LWSS Jhangrara) 65 mm dia (MG) (PE) Table-28
ZONE-N (LWSS Jhangrara) 80 mm dia (MG) (PE) Table-5
ZONE-N (LWSS Jhangrara) 80 mm dia (MG) (PE) Table-17
ZONE-N (LWSS Jhangrara) 100 mm dia (MG) (PE) Table-5
ZONE-O (LWSS Pahari Damtal) 100 mm dia (MG) (PE) Table-5
ZONE-P (LWSS Tokki) 100 mm dia (MG) (PE) Table-5
ZONE-Q (LWSS Majra) 65 mm dia (MG) (PE) Table-5
ZONE-Q (LWSS Majra) 65 mm dia (MG) (PE) Table-17
Submersible Pumping Machinery:- Supply of Submersiblel Pumping Set of Calama/KSB/Crompton/Kirloskar/Johnston conforming to BIS-8034-1979 (Latest) suitable for clear water fitted with bronze Impellers or suitable alloys directly cooupled to squirrell cage electric Induction Motor of same make as that of Pump conforming to BIS:9283-1979(Latest with uptosate 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 and provided with stainless steel thrust bearing plate to withstand 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 including water level guard,erection clamps,cable clips and depth gauge etc. The Pump shall be suitable for operation on data given below including Pump sets (working ), necessary piping 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 earthing ,specials and wastage etc.; complete as per Tender Specifications, technical data Sheets and instruction of Engineer in charge. (Refer at Data sheet -4) Starter:- Variable frequency drive starter of required 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 along with following accessories:- (i) Multi function meter indicating different parameters like Current, Voltage, KWH, PF, THD etc with RS 485 communication Make L&T/Conserve/Siemens (1 Nos ) 3(II) MCB/MCCB suitable capacity of L&T / standard make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition) with natural linked under voltage release ( 1 NO. ) 3(iii) Three phase indicating lamps complete with logged switches for individual motore confirming to BIS 3452 ( Part I &II) latest with upto date amendments ( 1 No. ) 3(iv) Incommer MCCB with proper short circuit capability for both the starters make L&T / Schinieder/ ABB ( 1 No. ) 3(v) On / Off indicator and push button, control and power wiring Power capacitor ,Cooling fan 230 VAC Control terminal , Buss Bar i.e. Bolt , insulator etc ( 1 No. ) 3( vi) Input Choke which shold be installed at the input of VFD strter, so that there should be proper protecion in case of any voltage surge and distortions in signal ( 1 NO.)3( vii) Control Transformer to safeguard the control circuit of all the components from the voltage surges and spikes ( 1 No. ) 3( viii) Output contractors in the output of VFD to run the pump ( 1 No.) 3 ( ix) Transportation and Carriage Charges for panel till site ( 1 No ) 3(x) Programmable logic controller with appropriate digital and analog inputs and outputs to give automatic command to star delta and slso will gete from from Multi Function Meter for Current, Voltage , KWH PF and THD Make Mitsubishi / L&T Delta ( 1 No) 3(xi) 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. )3(xii) Supply of software with license to monitor dta at Laptop /Mobile in form of Software and Mobile Application for 3 users ( 1 No.) 3( xiii) Level Sensor to indicae the water level of tank remotely ( 1 No.) 3 ( xiv) Cloud Gate Way for Data cluding to Server( 1 No.) 3( XV) Cable for Communication for Water Level Sensor ( 1 No.) 3( xvi) Installation and Commissioning
ZONE-C (LWSS Indpur Dhantol) From Node 4A to 4 (i) Location of site:- The Site is located at a distance of 9 KMs from from Kandarori Railway station by road. ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 307.00 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:- Clear cold & fresh water a) Temperature _20_ °C, b) Turbidity upto 10 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of T/well 140 Mtrs, vii) LWL in tank/ well- 140 Mtrs., viii) Centre line level of pump 140.00 mtrs. ix) Discharge level of highest point- 205.63 mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=10.63 LPS xii) Static Head in meters _65.63 mts. xiii) Duty/Total head in Mts=87.09 mtrs xiv) Length of R/Main 1450 mtrs xv) Dia of R/Main = 125 mm xvi) Pumping hours per day- 8 hours xvii) Limits of pump operation (-) 15% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. (2 set for 10.63 LPS with total head=87.09 Mtr) One stand by.
Zone-E (LWSS Paniala) From Node4A to 4 (i) Location of site:- The Site is located at a distance of 9 KMs from from Kandarori Railway station by road. ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 307.00 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:- Clear cold & fresh water a) Temperature _20_ °C, b) Turbidity upto 10 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of T/well 125 Mtrs, vii) LWL in tank/ well- 130 Mtrs., viii) Centre line level of pump 130 mtrs. ix) Discharge level of highest point- 203 mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=4.46 LPS xii) Static Head in meters _73 mtrs. xiii) Duty/Total head in Mts=77.16 mtrs xiv) Length of R/Main 15 mtrs xv) Dia of R/Main = 80 mm xvi) Pumping hours per day- 8 hours xvii) Limits of pump operation (-) 15% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. (2 set for 4.46 LPS with total head=77.16 Mtr) One stand by
Zone-G (LWSS Lambipattiyan ) From Node4A to 4 (i) Location of site:- The Site is located at a distance of 9 KMs from from Kandarori Railway station by road . ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 307.00 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:- Clear cold & fresh water a) Temperature _20_ °C, b) Turbidity upto 10 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of T/well 125 Mtrs. vii) LWL in tank/ well - 125 Mtrs., viii) Centre line level of pump 125.00 mtrs. ix) Discharge level of highest point- 204.00 mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=4.94 LPS xii) Static Head in meters _79 mts. xiii) Duty/Total head in Mts=83.41 mts xiv) Length of R/Main 15 mtrs xv) Dia of R/Main = 80 mm xvi) Pumping hours per day- 8 hours xvii) Limits of pump operation (-) 15% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. (2 set for 4.94 LPS with total head=83.41 Mtr) One stand by .
Zone-M (LWSS Malot ) From Node4A to 4 (i) Location of site:- The Site is located at a distance of 9 KMs from from Kandarori Railway station by road . ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 307.00 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:- Clear cold & fresh water a) Temperature _20_ °C, b) Turbidity upto 10 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of T/well 130 Mtrs. vii) LWL in tank/ well - 45 Mtrs., viii) Centre line level of pump 45.00 mtrs. ix) Discharge level of highest point- 140.00 mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=3.34 LPS xii) Static Head in meters _95 mts. xiii) Duty/Total head in Mts=161.97 mts xiv) Length of R/Main 1800 mtrs xv) Dia of R/Main = 65 mm xvi) Pumping hours per day- 8 hours xvii) Limits of pump operation (-) 15% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. (2 set for 3.34 LPS with total head=161.97 Mtr) One stand by .
Zone-N (LWSSJhangrara ) From Node4A to 4 (i) Location of site:- The Site is located at a distance of 9 KMs from from Kandarori Railway station by road . ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 307.00 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:- Clear cold & fresh water a) Temperature _20_ °C, b) Turbidity upto 10 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of T/well 110 Mtrs. vii) LWL in tank/ well - 130 Mtrs., viii) Centre line level of pump 130 mtrs. ix) Discharge level of highest point- 204.00 mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=9.51LPS xii) Static Head in meters _74 mts. xiii) Duty/Total head in Mts=78.82 mts xiv) Length of R/Main 15 mtrs xv) Dia of R/Main = 100 mm xvi) Pumping hours per day- 8 hours xvii) Limits of pump operation (-) 15% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. (2 set for 9.51 LPS with total head=78.82 Mtr) One stand by .
Zone-O (LWSS Pahari Damtal ) From Node4A to 4 (i) Location of site:- The Site is located at a distance of 9 KMs from from Kandarori Railway station by road . ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 307.00 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:- Clear cold & fresh water a) Temperature _20_ °C, b) Turbidity upto 10 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of T/well 125 Mtrs. vii) LWL in tank/ well - 45 Mtrs., viii) Centre line level of pump 45 mtrs. ix) Discharge level of highest point- 143.90 mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=7.92LPS xii) Static Head in meters _98.90 mts. xiii) Duty/Total head in Mts=125.07 mts xiv) Length of R/Main 1050 mtrs xv) Dia of R/Main = 100 mm xvi) Pumping hours per day- 8 hours xvii) Limits of pump operation (-) 15% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. (2 set for 7.92 LPS with total head=125.07 Mtr) One stand by .
Zone-P (LWSS Tokki ) From Node4A to 4 (i) Location of site:- The Site is located at a distance of 9 KMs from from Kandarori Railway station by road . ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 307.00 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:- Clear cold & fresh water a) Temperature _20_ °C, b) Turbidity upto 10 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of T/well 110 Mtrs. vii) LWL 45 in tank/ well - 45 Mtrs., viii) Centre line level of pump 45 mtrs. ix) Discharge level of highest point- 128.06 mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=8.57LPS xii) Static Head in meters _83.06 mts. xiii) Duty/Total head in Mts=109.29 mts xiv) Length of R/Main 905 mtrs xv) Dia of R/Main = 100 mm xvi) Pumping hours per day- 8 hours xvii) Limits of pump operation (-) 15% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. (2 set for 8.57 LPS with total head=109.29 Mtr) One stand by .
Zone-Q (LWSS Majra ) From Node4A to 4 (i) Location of site:- The Site is located at a distance of 9 KMs from from Kandarori Railway station by road . ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 307.00 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:- Clear cold & fresh water a) Temperature _20_ °C, b) Turbidity upto 10 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of T/well 110 Mtrs. vii) LWL in tank/ well - 45 Mtrs., viii) Centre line level of pump 45 mtrs. ix) Discharge level of highest point- 133.00 mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=2.25LPS xii) Static Head in meters _88 mts. xiii) Duty/Total head in Mts=116.02 mts xiv) Length of R/Main 1450 mtrs xv) Dia of R/Main = 65 mm xvi) Pumping hours per day- 8 hours xvii) Limits of pump operation (-) 15% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. (2 set for 2.25 LPS with total head=116.02 Mtr) One stand by .
Zone-S (LWSS Bhapoo ) From Node4A to 4 (i) Location of site:- The Site is located at a distance of 9 KMs from from Kandarori Railway station by road . ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 307.00 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:- Clear cold & fresh water a) Temperature _20_ °C, b) Turbidity upto 10 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of T/well 100 Mtrs. vii) LWL in tank/ well - 40 Mtrs., viii) Centre line level of pump 40 mtrs. ix) Discharge level of highest point- 104.00 mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=7.03LPS xii) Static Head in meters _64 mts. xiii) Duty/Total head in Mts=69.76 mts xiv) Length of R/Main 15 mtrs xv) Dia of R/Main = 80 mm xvi) Pumping hours per day- 8 hours xvii) Limits of pump operation (-) 15% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. (2 set for7.03 LPS with total head=69.76 Mtr) One stand by .
CENTRIFUGAL PUMP SETS Supply Installation Testing & Commissioning of horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage star rated centrifugal pump or combination of pumps, of recommended make such as Mather and Platt/KSB/Kirlosker/Mathar/Platt/Beconweir as per BIS 1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade 45C8/ EN8 with cast iron casing coupled directly through a flexible coupling on a common MS Base Plate to squirrel cage TEFC Energy efficient motors ( Conforming to energy efficiency code IE2 or higher ) of standard make such as Kirloskar /BHEL /CG POWER /Siemens /ABB /Marathon and suitable for operation on 415 (+6% ) and ( -10% ) volts, 50 cycles / second, 3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: including Pump sets (working + standby ), necessary piping for suction, delivery & common header, alongwith electrical control panel with soft starters; as per requirement of pumping machinery; Complete work inclusive of all taxes,transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores / site, stacking, etc. including specials and wastage etc. It shall include providing and fixing of C.I/C.S Sluice valves of approved make and appropriate class to resist the design pressure and complete as per Tender Specifications and instruction of Engineer in charge.Starter:- Variable frequency drive starter of required 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 along with following accessories:- (i) Multi function meter indicating different parameters like Current, Voltage, KWH, PF, THD etc with RS 485 communication Make L&T/Conserve/Siemens (1 Nos ) 3(II) MCB/MCCB suitable capacity of L&T / standard make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition) with natural linked under voltage release ( 1 NO. ) 3(iii) Three phase indicating lamps complete with logged switches for individual motore confirming to BIS 3452 ( Part I &II) latest with upto date amendments ( 1 No. ) 3(iv) Incommer MCCB with proper short circuit capability for both the starters make L&T / Schinieder/ ABB ( 1 No. ) 3(v) On / Off indicator and push button, control and power wiring Power capacitor ,Cooling fan 230 VAC Control terminal , Buss Bar i.e. Bolt , insulator etc ( 1 No. ) 3( vi) Input Choke which shold be installed at the input of VFD strter, so that there should be proper protecion in case of any voltage surge and distortions in signal ( 1 NO.)3( vii) Control Transformer to safeguard the control circuit of all the components from the voltage surges and spikes ( 1 No. ) 3( viii) Output contractors in the output of VFD to run the pump ( 1 No.) 3 ( ix) Transportation and Carriage Charges for panel till site ( 1 No ) 3(x) Programmable logic controller with appropriate digital and analog inputs and outputs to give automatic command to star delta and slso will gete from from Multi Function Meter for Current, Voltage , KWH PF and THD Make Mitsubishi / L&T Delta ( 1 No) 3(xi) 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. )3(xii) Supply of software with license to monitor dta at Laptop /Mobile in form of Software and Mobile Application for 3 users ( 1 No.) 3( xiii) Level Sensor to indicae the water level of tank remotely ( 1 No.) 3 ( xiv) Cloud Gate Way for Data cluding to Server( 1 No.) 3( XV) Cable for Communication for Water Level Sensor ( 1 No.) 3( xvi) Installation and Commissioning of
Zone-C (LWSSIndpur Dhantol) Centrifugal Pumps :- Centrifugal pumping machinery 2 sets (1 as standby) of 3.40 LPS each with 118.37 m head
Zone-E (LWSS Paniala) Centrifugal Pumps :- centrifugal pumping machinery 2 sets (1 as standby) of 4.46 LPS each with 131.29 mtr. Head
Zone-G (LWSS Lambipattiyan) Centrifugal Pumps :- centrifugal pumping machinery 2 sets (1 as standby) of 4.94 LPS each with 279.28 mtr. Head
Zone-K (LWSS Channi) Centrifugal Pumps :- centrifugal pumping machinery 2 sets (1 as standby) of 2.46 LPS each with 56.11 mtr. Head
Zone-N (LWSS Jhangrara) Centrifugal Pumps :- centrifugal pumping machinery 2 sets (1 as standby) of 1.49 LPS each with 72.37 mtr. Head
Zone-N (LWSS Jhangrara) Centrifugal Pumps :- Centrifugal pumping machinery 2 sets (1 as standby) of 1.57 LPS each with 90.17 m head
Zone-N (LWSS Jhangrara) Centrifugal Pumps :- centrifugal pumping machinery 2 sets (1 as standby) of 6.45 LPS each with 203.98 mtr. Head
Zone-S (LWSS Bhapoo) Centrifugal Pumps :- centrifugal pumping machinery 2 sets (1 as standby) of 2.99 LPS each with 91.38 mtr. Head
Zone-S (LWSS Bhapoo) Centrifugal Pumps :- Centrifugal pumping machinery 2 sets (1 as standby) of 4.04 LPS each with 37.27 m head
Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration, unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of engineer-in-charge. Refer to Data sheet -5
ZONE-A (LWSS Sanour)
ZONE-B (LWSS Chanour)
ZONE-C (LWSS Indpur Dhantol)
ZONE-D (LWSS Indora)
ZONE-E (LWSS Paniala)
ZONE-F (LWSS Tara Khad)
ZONE-G (LWSS Lambipattiyan)
ZONE-H (LWSS Mohtali)
ZONE-I (LWSS Beli Mahanta)
ZONE-J (LWSS Dah)
ZONE-K (LWSS Channi)
ZONE-L (LWSS Surajpur)
ZONE-M (LWSS Malot)
ZONE-N (LWSS Jahngrara)
ZONE-O (LWSS Pahari Damtal)
ZONE-P (LWSS Tokki)
ZONE-Q (LWSS Majra)
ZONE-R (LWSS Dhakka Colony)
ZONE-S (LWSS Bhapoo)
Providing, laying and jointing, testing in trenches galvanised mild steel tubes screwed and socketed, ISI marked, conformining to IS :1239 of make & latest with upto date ammendments including tube fitting such as bends, tees, air valves, valves, unions and making connection as per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately).
ZONE-A (LWSS Sanour) 15 MM dia ( Light class)
ZONE-A (LWSS Sanour) 50 mm dia (Light Class)
ZONE-A (LWSS Sanour) 80 mm dia (Light Class)
ZONE-B (LWSS Chanour) 15 MM dia ( Light class)
ZONE-B (LWSS Chanour) 25 mm dia (Light Class)
ZONE-B (LWSS Chanour) 50 mm dia (Light Class)
ZONE-C (LWSS Indpur Dhantol) 15 MM dia ( light class)
ZONE-C (LWSS Indpur Dhantol) 65 mm dia (light Class)
ZONE-D (LWSS Indora) 15 MM dia ( light class)
ZONE-D (LWSS Indora) 25 mm dia (Light Class)
ZONE-D (LWSS Indora) 32 mm dia (Light Class)
ZONE-D (LWSS Indora) 40 mm dia (light Class)
ZONE-D (LWSS Indora) 50 mm dia (light Class)
ZONE-D (LWSS Indora) 80 mm dia (light Class)
ZONE-E (LWSS Paniala) 15 MM dia ( light class)
ZONE-E (LWSS Paniala) 25 mm dia (Light Class)
ZONE-E (LWSS Paniala) 32 mm dia (Light Class)
ZONE-E (LWSS Paniala) 40 mm dia (light Class)
ZONE-E (LWSS Paniala) 50 mm dia (light Class)
ZONE-F (LWSS Tara Khad) 15 MM dia ( light class)
ZONE-F (LWSS Tara Khad) 32 mm dia (Light Class)
ZONE-F (LWSS Tara Khad) 40 mm dia (light Class)
ZONE-F (LWSS Tara Khad) 50 mm dia (light Class)
ZONE-F (LWSS Tara Khad) 80 mm dia (light Class)
ZONE-G (LWSS Lambipattiyan) 15 MM dia ( light class)
ZONE-G (LWSS Lambipattiyan) 25 mm dia (Light Class)
ZONE-G (LWSS Lambipattiyan) 32 mm dia (Light Class)
ZONE-G (LWSS Lambipattiyan) 40 mm dia (light Class)
ZONE-G (LWSS Lambipattiyan) 65 mm dia (light Class)
ZONE-G (LWSS Lambipattiyan) 80 mm dia (light Class)
ZONE-H (LWSS Mohtali) 15 MM dia ( light class)
ZONE-H (LWSS Mohtali) 32 mm dia (Light Class)
ZONE-H (LWSS Mohtali) 40 mm dia (light Class)
ZONE-H (LWSS Mohtali) 50 mm dia (light Class)
ZONE-I (LWSS Beli Mahanta) 15 MM dia ( light class)
ZONE-I (LWSS Beli Mahanta) 25 mm dia (Light Class)
ZONE-I (LWSS Beli Mahanta) 32 mm dia (Light Class)
ZONE-I (LWSS Beli Mahanta) 50 mm dia (light Class)
ZONE-J (LWSS Dah) 15 MM dia ( light class)
ZONE-J (LWSS Dah) 20 mm dia (Light Class)
ZONE-J (LWSS Dah) 32 mm dia (Light Class)
ZONE-J (LWSS Dah) 40 mm dia (light Class)
ZONE-J (LWSS Dah) 50 mm dia (light Class)
ZONE-J (LWSS Dah) 65 mm dia (light Class)
ZONE-K (LWSS Channi) 15 MM dia ( light class)
ZONE-K (LWSS Channi) 25 mm dia (Light Class)
ZONE-K (LWSS Channi) 32 mm dia (Light Class)
ZONE-K (LWSS Channi) 40 mm dia (light Class)
ZONE-L (LWSS Surajpur) 15 MM dia ( light class)
ZONE-L (LWSS Surajpur) 32 mm dia (Light Class)
ZONE-L (LWSS Surajpur) 40 mm dia (light Class)
ZONE-L (LWSS Surajpur) 50 mm dia (light Class)
ZONE-L (LWSS Surajpur) 65 mm dia (light Class)
ZONE-M (LWSS Malot) 15 MM dia ( light class)
ZONE-M (LWSS Malot) 32 mm dia (Light Class)
ZONE-N (LWSS Jhangrara) 15 MM dia ( light class)
ZONE-O (LWSS Pahari Damtal) 15 MM dia ( light class)
ZONE-O (LWSS Pahari Damtal) 40 mm dia (light Class)
ZONE-O (LWSS Pahari Damtal) 50 mm dia (light Class)
ZONE-O (LWSS Pahari Damtal) 65 mm dia (light Class)
ZONE-O (LWSS Pahari Damtal) 80 mm dia (light Class)
ZONE-P (LWSS Tokki) 15 MM dia ( light class)
ZONE-P (LWSS Tokki) 32 mm dia (Light Class)
ZONE-P (LWSS Tokki) 40 mm dia (light Class)
ZONE-P (LWSS Tokki) 50 mm dia (light Class)
ZONE-P (LWSS Tokki) 65 mm dia (light Class)
ZONE-Q (LWSS Majra) 15 MM dia ( light class)
ZONE-R (LWSS Dhangupeer & Dhakka Colony) 15 MM dia ( light class)
ZONE-R (LWSS Dhangupeer & Dhakka Colony) 32 mm dia (Light Class)
ZONE-R (LWSS Dhangupeer & Dhakka Colony) 40 mm dia (light Class)
ZONE-S (LWSS Bhapoo) 15 MM dia ( light class)
ZONE-S (LWSS Bhapoo) 32 mm dia (Light Class)
ZONE-S (LWSS Bhapoo) 40 mm dia (light Class)
ZONE-S (LWSS Bhapoo) 50 mm dia (light Class)
ZONE-S (LWSS Bhapoo) 65 mm dia (light Class)
ZONE-A (LWSS Sanour) Road crossings. complete in all respects with in all leads & lifts as per directions of engineer-in-charge.
ZONE-A (LWSS Sanour) Laying pipe along the berm (Only additional cost involved like taking permission from concerned departmnet and restoration of the same ) in laying pipe along the berm complete in all respects with in all leads & lifts as per directions of engineer-in-charge.
ZONE-A (LWSS Sanour) Laying pipe metalled road (Only additional cost involved like taking permission from concerned departmnet for restoration of the damages occured due to laying of pipeline ) in laying pipe along the berm complete in all respects with in all leads & lifts as per directions of engineer-in-charge.
Provision for functional house tap connection including the cost of GI pipe 15 mm dia , gate valve, G.I. fiting and connection from distribution lines etc.
ZONE-A (LWSS Sanour)
ZONE-B (LWSS Chanour)
ZONE-C (LWSS Indpur Dhantol)
ZONE-D (LWSS Indora)
ZONE-E (LWSS Paniala)
ZONE-F (LWSS Tara Khad)
ZONE-G (LWSS Lambipattiyan)
ZONE-H (LWSS Mohtali)
ZONE-I (LWSS Beli Mahanta)
ZONE-J (LWSS Dah)
ZONE-K (LWSS Channi)
ZONE-L (LWSS Surajpur)
ZONE-M (LWSS Malot)
ZONE-N (LWSS Jahngrara)
ZONE-O (LWSS Pahari Damtal)
ZONE-P (LWSS Tokki)
ZONE-Q (LWSS Majra)
ZONE-R (LWSS Dhakka Colony)
ZONE-S (LWSS Bhapoo)
S.k.sharma contractor and engineer
National India Construction Co.
Unipro Techno Infrastructure Pvt Ltd
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