Providing functional house hold tap Connection ( FHTC) to various villages of Mand area in Tehsil Indora Distt. Kangra H.P.

Amount

SOURCE PHASE-I (MAND AREA)

ZONE-A (LWSS Thakurdwara) Drilling and lowering of assembley and development of Tube well 100 mtrs. Deep with percussion Rig

ZONE-B (LWSS Tamota Dhamota) Drilling and lowering of assembley and development of Tube well 100 mtrs. Deep with percussion Rig

ZONE-C (LWSS Khanpur Ghatota) Drilling and lowering of assembley and development of Tube well 100 mtrs. Deep with percussion Rig

ZONE-D (LWSS mand Miani & Mand Indora) Drilling and lowering of assembley and development of Tube well 100 mtrs. Deep with percussion Rig

ZONE-E (LWSS Teora) Drilling and lowering of assembley and development of Tube well 100 mtrs. Deep with percussion Rig

ZONE-F (LWSS Kursain & Tanda ) Drilling and lowering of assembley and development of Tube well 125 mtrs. Deep with Rotary Rig

ZONE-G (LWSS Malkana ) Drilling and lowering of assembley and development of Tube well 100 mtrs. Deep with percussion Rig

PHASE-II (Badukhar area ) (Zone-I ) (Phase-IV) Drilling and lowering of assembley and development of Tube well 100 mtrs. Deep with percussion Rig

PHASE-II (Badukhar area ) (Zone-IV ) (Phase-IV) Drilling and lowering of assembley and development of Tube well 100 mtrs. Deep with percussion Rig

PUMP HOUSE Designing, Constructing, Testing & Commissioning of Pump House & Chowkidar Room at following Locations including all allied Civil Works , Electrical works, Sanitay work, Site 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. (DAta sheet No.1 page-122 to 123)

PHASE-I ZONE-A (LWSS Thakurdwara) Construction of pump house cum attendent Room

ZONE-B (LWSS Tamota Dhamota) Construction of pump house cum attendent Room

ZONE-C (LWSS Khanpur Ghatota) Construction of pump house cum attendent Room

ZONE-D (LWSS mand Miani & Mand Indora) Construction of pump house cum attendent Room

ZONE-E (LWSS Teora) Construction of pump house cum attendent Room

ZONE-F (LWSS Kursain & Tanda ) Construction of pump house cum attendent Room

ZONE-G (LWSS Malkana ) Construction of pump house cum attendent Room

PHASE-II (Badukhar area ) (Zone-I ) (Phase-IV) Construction of pump house cum attendent Room

PHASE-II (Badukhar area ) (Zone-II ) (Phase-IV) Construction of pump house cum attendent Room

Construction of boundary wall around the pump and water storage tanks ( 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. (Data sheet No.1 (i) page-124 to 125)

(Zone-I ) (Phase-IV)

(Zone-II ) (Phase-IV)

UNDER GROUND MAIN & SERVICE RESERVOIRS Designing, Constructing, Testing & Commissioning R.C.C. Circular partially underground 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 pipe ,proper 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. (Data sheet No.2 (i) page-126 to 127)

PHASE-II (Badukhar area ) (Zone-I ) (Phase-IV) RCC main storage tank 190000 ltr. Capacity

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. (Data sheet No.2 , page No. 126 to 127)

PHASE-I (Mand Area) ZONE-A (LWSS Thakurdwara) RCC Main storage tank 1,35,000 litre capacity with 15 mtrs. Height at Node-1

PHASE-I (Mand Area) ZONE-A (LWSS Thakurdwara) RCC Main storage tank 1,60,000 litre capacity with 10 mtrs. Height at Node-2

PHASE-I (Mand Area) ZONE-B (LWSS Tamota Dhamota) RCC Main storage tank 70,000 litre capacity with 15 mtrs. Height at Node-1

PHASE-I (Mand Area) ZONE-C (LWSS Khanpur Ghatota) RCC Main storage tank 70,000 litre capacity with 12 mtrs. Height at Node-1

PHASE-I (Mand Area) ZONE-C (LWSS Khanpur Ghatota) RCC Main storage tank 50,000 litre capacity with 15 mtrs. Height at Node-2

PHASE-I (Mand Area) ZONE-C (LWSS Khanpur Ghatota) RCC Main storage tank 12,000 litre capacity with 10 mtrs. Height at Node-3

PHASE-I (Mand Area) ZONE-D (LWSS Mand Miani & Mand Indora ) RCC Main storage tank 35,000 litre capacity with 15 mtrs. Height at Node-2

PHASE-I (Mand Area) ZONE-D (LWSS Mand Miani & Mand Indora ) RCC Main storage tank 20,000 litre capacity with 12 mtrs. Height at Node-3

PHASE-I (Mand Area) ZONE-E (LWSS Teora) RCC Main storage tank 80,000 litre capacity with 12 mtrs. Height at Node-2

PHASE-I (Mand Area) ZONE-E (LWSS Teora) RCC Main storage tank 35,000 litre capacity with 10 mtrs. Height at Node-3

PHASE-I (Mand Area) ZONE-E (LWSS Teora) RCC Main storage tank 40,000 litre capacity with 12 mtrs. Height at Node-4

PHASE-I (Mand Area) ZONE-F (LWSS Kursain & Tanda) RCC Main storage tank 1,30,000 litre capacity with 1 mtrs. Height at Node-3

PHASE-I (Mand Area) ZONE-F (LWSS Kursain & Tanda) RCC Main storage tank 1,20,000 litre capacity with 12 mtrs. Height at Node-5

PHASE-I (Mand Area) ZONE-F (LWSS Kursain & Tanda) RCC Main storage tank 75,000 litre capacity with 15 mtrs. Height at Node-4

PHASE-I (Mand Area) ZONE-G (LWSS Malkana) RCC Main storage tank 1,50,000 litre capacity with 15 mtrs. Height at Node-1

PHASE-I (Mand Area) ZONE-G (LWSS Malkana) RCC Main storage tank 70,000 litre capacity with 10 mtrs. Height at Node-2

PHASE-II (Badukhar area ) ZONE-1 (Phase-IV) RCC Main storage tank 50,000 litre capacity with 1 mtrs. Height at Node-1

PHASE-II (Badukhar area ) ZONE-1 (Phase-IV) RCC Main storage tank 60,000 litre capacity with 5 mtrs. Height at Node-3

PHASE-II (Badukhar area ) ZONE-2 (Phase-IV) RCC Main storage tank 50,000 litre capacity with 1 mtrs. Height at Node-1

PHASE-II (Badukhar area ) ZONE-2 (Phase-IV) RCC Main storage tank 90,000 litre capacity with 5 mtrs. Height at Node-2

PHASE-II (Badukhar area ) ZONE-2 (Phase-IV) RCC Main storage tank 70,000 litre capacity with 5 mtrs. Height at Node-30

PHASE-II (Badukhar area ) ZONE-3 ) (Phase-IV) RCC Main storage tank 90,000 litre capacity with 5 mtrs. Height at Node-3

Road Crossings PHASE-II (Badukhar area ) ZONE-1 (Phase-IV) Road Crossings

Road Crossings PHASE-II (Badukhar area ) ZONE-2 (Phase-IV) Road Crossings

Road Crossings PHASE-II (Badukhar area ) ZONE-3 (Phase-IV) Road Crossings

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 metaled , 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.

PHASE-I (Mand Area) ZONE-A (LWSS Thakurdwara)

PHASE-I (Mand Area) ZONE-B (LWSS Tamota Dhamota)

PHASE-I (Mand Area) ZONE-C (LWSS Khanpur Ghatota)

PHASE-I (Mand Area) ZONE-D (LWSS Mand Miani & mand Indora)

PHASE-I (Mand Area) ZONE-E (LWSS Teora)

PHASE-I (Mand Area) ZONE-F (LWSS Kursain Tanda)

PHASE-I (Mand Area) ZONE-G (LWSS Malkana)

PHASE-II (Badukhar Area) Zone-I

PHASE-II (Badukhar Area) Zone-II

PHASE-II (Badukhar Area) Zone-IV

Providing , laying, jointing 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 . The laying of pipe shall also include flanged joints duly welded in three layers (Two inner & one outer), where ever required as per direction of the Engineer-in-charge (Earth work in trenches to 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. (Data sheet No. 3 page 122 to 130)

PHASE-I (Mand Area) ZONE-A (LWSS Thakurdwara) 125 mm dia (MG) (PE) Table-17

PHASE-I (Mand Area) ZONE-B (LWSS Tamota Dhamota) 65 mm dia (MG) (PE) Table-17

PHASE-I (Mand Area) ZONE-C (LWSS Khanpur Ghatota) 65 mm dia (MG) (PE) Table-5

PHASE-I (Mand Area) ZONE-C (LWSS Khanpur Ghatota) 100 mm dia (MG) (PE) Table-17

PHASE-I (Mand Area) ZONE-D (LWSS Mand Miani & mand Indora) 65 mm dia (MG) (PE) Table-17

PHASE-I (Mand Area) ZONE-E (LWSS Teora) 100 mm dia (MG) (PE) Table-5

PHASE-I (Mand Area) ZONE-F (LWSS Kursain Tanda) 80 mm dia (MG) (PE) Table-5

PHASE-I (Mand Area) ZONE-F (LWSS Kursain Tanda) 125 mm dia (MG) (PE) Table-5

PHASE-I (Mand Area) ZONE-F (LWSS Kursain Tanda) 150 mm dia (MG) (PE) Table-17

PHASE-I (Mand Area) ZONE-G (LWSS Malkana) 100 mm dia (MG) (PE) Table-5

PHASE-II (Badukhar Area) ZONE-I 125 mm dia (MG) (PE) Table-5

PHASE-II (Badukhar Area) ZONE-I 125 mm dia (MG) (PE) Table-5

PHASE-II (Badukhar Area) ZONE-I 125 mm dia (MG) (PE) Table-17

PHASE-II (Badukhar Area) ZONE-I 125 mm dia (MG) (PE) Table-28

PHASE-II (Badukhar Area) ZONE-I Credit for old 80 mm dia

PHASE-II (Badukhar Area) ZONE-II 65 mm dia (MG) (PE) Table-5

PHASE-II (Badukhar Area) ZONE-II 80 mm dia (MG) (PE) Table-5

PHASE-II (Badukhar Area) ZONE-II 100 mm dia (MG) (PE) Table-5

PHASE-II (Badukhar Area) ZONE-II Credit for old 65 mm dia

PHASE-II (Badukhar Area) ZONE-IV 125 mm dia (MG) (PE) Table-5

Schedule A3- Pumping Machinery and Electrical works SUBMERSIBLE PUMP SETS Supply of Submersiblel Pumping Set of Calama/KSB/Crompton/SU/Johnston conforming to BIS-8034-1976 (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. (Data sheet No.4, page 130 to 132)

PHASE-I Zone-A (LWSS Thakurdwara) (i) Location of site:- The Site is located at a distance of 9 KM from Kandrori Railway station by road . ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 307 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 100.00 Mtrs, vii) LWL in tank/ well- 142.00 Mtrs., viii) Centre line level of pump 142.00 mtrs. ix) Discharge level of highest point- 228.00mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=9.63 lps xii) Static Head in meters _86.00 mts. xiii) Duty/Total head in Mts=99.31 mts xiv) Length of R/Main 90.00 mts 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 9.63 LPS with total head=99.31 Mtr) One stand by

PHASE-I Zone-B (LWSS Tamota Dhamota) From Node4A to 4 (i) Location of site:- The Site is located at a distance of 9 KMs 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- 45 Mtrs., viii) Centre line level of pump 45.00 mtrs. ix) Discharge level of highest point- 115.00 mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=2.61 LPS xii) Static Head in meters _70 mts. xiii) Duty/Total head in Mts=74.57 mts xiv) Length of R/Main 90 mts 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 2.61 LPS with total head=76.48 Mtr) One stand by .

PHASE-I Zone-C (LWSSKhanpur Ghatota) From Node4A to 4 (i) Location of site:- The Site is located at a distance of 9 KMs 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 - 45 Mtrs., viii) Centre line level of pump 45.00 mtrs. ix) Discharge level of highest point- 115.00 mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=6.42 LPS xii) Static Head in meters _70 mts. xiii) Duty/Total head in Mts=74.57 mts xiv) Length of R/Main 30 mts 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 6.42 LPS with total head=76.48 Mtr) One stand by .

PHASE-I Zone-D (LWSS Mand Miani & Mand Indora) 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 -442 Mtrs., viii) Centre line level of pump 442.00 mtrs. ix) Discharge level of highest point- 523.60 mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=3.24 LPS xii) Static Head in meters _150 mts. xiii) Duty/Total head in Mts=114.47 mts xiv) Length of R/Main 2000 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 3.24 LPS with total head=150 Mtr) One stand by .

PHASE-I Zone-E (LWSS Teora) From Node4A to 4 (i) Location of site:- The Site is located at a distance of 9 KMs 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 -447 Mtrs., viii) Centre line level of pump 447.00 mtrs. ix) Discharge level of highest point- 520.00 mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=7.02 LPS xii) Static Head in meters _73.00 mts. xiii) Duty/Total head in Mts=82.74 mts xiv) Length of R/Main 80 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 7.02LPS with total head=82.74 Mtr) One stand by .

PHASE-I Zone-F (LWSS Kursain & Tanda) From Node4A to 4 (i) Location of site:- The Site is located at a distance of 9 KMs 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 -58 Mtrs., viii) Centre line level of pump 58 mtrs. ix) Discharge level of highest point- 103.00 mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=11.76 LPS xii) Static Head in meters _45.00 mts. xiii) Duty/Total head in Mts=56.88 mts xiv) Length of R/Main 15 mtrs xv) Dia of R/Main = 150 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 11.76 LPS with total head=56.88 Mtr) One stand by .

PHASE-I Zone-G (LWSS Malkana) From Node4A to 4 (i) Location of site:- The Site is located at a distance of 9 KMs 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 -45 Mtrs., viii) Centre line level of pump 45 mtrs. ix) Discharge level of highest point- 118.00 mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=7.23 LPS xii) Static Head in meters _73 mts. xiii) Duty/Total head in Mts=80.07 mts xiv) Length of R/Main 25 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 7.23 LPS with total head=80.07 Mtr) One stand by .

PHASE-II Zone-I From Node4A to 4 (i) Location of site:- The Site is located at a distance of 19 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 -44.50 Mtrs., viii) Centre line level of pump 44.50 mtrs. ix) Discharge level of highest point- 104.50 mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=8.91 LPS xii) Static Head in meters _60 mts. xiii) Duty/Total head in Mts=63.95 mts xiv) Length of R/Main15 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 8.91 LPS with total head=63.95 Mtr) One stand by .

PHASE-II Zone-II From Node4A to 4 (i) Location of site:- The Site is located at a distance of 19 KMs 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 -94.00 Mtrs., viii) Centre line level of pump 94 mtrs. ix) Discharge level of highest point- 154 mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=7.23 LPS xii) Static Head in meters _60.00 mts. xiii) Duty/Total head in Mts=63.99 mts xiv) Length of R/Main15 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 7.23 LPS with total head=64.70 Mtr) One stand by .

PHASE-II Zone-IV From Node4A to 4 (i) Location of site:- The Site is located at a distance of 19 KMs 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 -113.00 Mtrs., viii) Centre line level of pump 113.00 mtrs. ix) Discharge level of highest point- 163 mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=17.19 LPS xii) Static Head in meters _50.00 mts. xiii) Duty/Total head in Mts=56.30 mts xiv) Length of R/Main 15 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 for17.19 LPS with total head=56.30 Mtr) One stand by .

CENTRIFUGAL PUMP SETS Supply Installation Testing & Commissioning with automation (To be paid separately) 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 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. (Data sheet No.4 page 130 to 132)

PHASE-I Zone-C (LWSSKhanpur Ghatota) Centrifugal Pumps :- centrifugal pumping machinery 2 sets (1 as standby) of 2.94 LPS each with 52.90 m head

PHASE-I Zone-F (LWSS Kursain & Tanda) Centrifugal Pumps :- Centrifugal pumping machinery 2 sets (1 as standby) of 4.35 LPS each with 74.00 m head

PHASE-I Zone-F (LWSS Kursain & Tanda) Centrifugal Pumps :- Centrifugal piumping machinery 2 sets (1 as standby) of 7.44 LPS each with 155.84 m head

PHASE-II Zone-I Centrifugal Pumps :- Centrifugal piumping machinery 2 sets (1 as standby) of 8.91 LPS each with185.32 m head

PHASE-II Zone-II Centrifugal Pumps :- Centrifugal piumping machinery 2 sets (1 as standby) of 4.17 LPS each with78.948 m head

PHASE-II Zone-II Centrifugal Pumps :- Centrifugal piumping machinery 2 sets (1 as standby) of 3.09 LPS each with105.39 m head

Schedule A4- Distribution System 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 metaled, 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.

PHASE-I (Mand Area) ZONE-A (LWSS Thakurdwara)

PHASE-I (Mand Area) ZONE-B (LWSS Tamota Dhamota)

PHASE-I (Mand Area) ZONE-C (LWSS Khanpur Ghatota)

PHASE-I (Mand Area) ZONE-D (LWSS Mand Miani & mand Indora)

PHASE-I (Mand Area) ZONE-E (LWSS Teora)

PHASE-I (Mand Area) ZONE-F (LWSS Kursain Tanda)

PHASE-I (Mand Area) ZONE-G (LWSS Malkana)

PHASE-II (Badukhar Area) ZONE-I

PHASE-II (Badukhar Area) ZONE-II

PHASE-II (Badukhar Area) ZONE-III

PHASE-II (Badukhar Area) ZONE-IV

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, unions and collars etc. as per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately).(Data sheet No.5 page 133 to 135)

PHASE-I (Mand Area) ZONE-A (LWSS Thakurdwara) 15 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-A (LWSS Thakurdwara) 20 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-A (LWSS Thakurdwara) 25 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-A (LWSS Thakurdwara) 32 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-A (LWSS Thakurdwara) 40 mm dia (light Class)

PHASE-I (Mand Area) ZONE-A (LWSS Thakurdwara) 50 mm dia (light Class)

PHASE-I (Mand Area) ZONE-A (LWSS Thakurdwara) 65 mm dia (light Class)

PHASE-I (Mand Area) ZONE-A (LWSS Thakurdwara) 80 mm dia (light Class)

PHASE-I (Mand Area) ZONE-A (LWSS Thakurdwara) 100 mm dia (light Class)

PHASE-I (Mand Area) ZONE-A (LWSS Thakurdwara) Credit for scrap

PHASE-I (Mand Area) ZONE-B (LWSS Tamota Dhamota) 15 MM dia ( light class)

PHASE-I (Mand Area) ZONE-B (LWSS Tamota Dhamota) 20 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-B (LWSS Tamota Dhamota) 25 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-B (LWSS Tamota Dhamota) 32 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-B (LWSS Tamota Dhamota) 40 mm dia (light Class)

PHASE-I (Mand Area) ZONE-B (LWSS Tamota Dhamota) 50 mm dia (light Class)

PHASE-I (Mand Area) ZONE-B (LWSS Tamota Dhamota) 65 mm dia (light Class)

PHASE-I (Mand Area) ZONE-B (LWSS Tamota Dhamota) 80 mm dia (light Class)

PHASE-I (Mand Area) ZONE-B (LWSS Tamota Dhamota) 100 mm dia (light Class)

PHASE-I (Mand Area) ZONE-B (LWSS Tamota Dhamota) Credit for scrap

PHASE-I (Mand Area) ZONE-C (LWSS Klhanpur Ghatota) 15 MM dia ( light class)

PHASE-I (Mand Area) ZONE-C (LWSS Klhanpur Ghatota) 20 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-C (LWSS Klhanpur Ghatota) 25 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-C (LWSS Klhanpur Ghatota) 32 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-C (LWSS Klhanpur Ghatota) 40 mm dia (light Class)

PHASE-I (Mand Area) ZONE-C (LWSS Klhanpur Ghatota) 50 mm dia (light Class)

PHASE-I (Mand Area) ZONE-C (LWSS Klhanpur Ghatota) 65 mm dia (light Class)

PHASE-I (Mand Area) ZONE-C (LWSS Klhanpur Ghatota) 80 mm dia (light Class)

PHASE-I (Mand Area) ZONE-C (LWSS Klhanpur Ghatota) 100 mm dia (light Class)

PHASE-I (Mand Area) ZONE-C (LWSS Klhanpur Ghatota) Credit for scrap

PHASE-I (Mand Area) ZONE-D (LWSS Mand Miani & Mand Indora) 15 MM dia ( light class)

PHASE-I (Mand Area) ZONE-D (LWSS Mand Miani & Mand Indora) 20 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-D (LWSS Mand Miani & Mand Indora) 25 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-D (LWSS Mand Miani & Mand Indora) 32 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-D (LWSS Mand Miani & Mand Indora) 40 mm dia (light Class)

PHASE-I (Mand Area) ZONE-D (LWSS Mand Miani & Mand Indora)50 mm dia (light Class)

PHASE-I (Mand Area) ZONE-D (LWSS Mand Miani & Mand Indora)65 mm dia (light Class)

PHASE-I (Mand Area) ZONE-D (LWSS Mand Miani & Mand Indora)80 mm dia (light Class)

PHASE-I (Mand Area) ZONE-D (LWSS Mand Miani & Mand Indora) 100 mm dia (light Class)

PHASE-I (Mand Area) ZONE-D (LWSS Mand Miani & Mand Indora) Credit for scrap

PHASE-I (Mand Area) ZONE-E (LWSS Teora) 15 MM dia ( light class)

PHASE-I (Mand Area) ZONE-E (LWSS Teora) 20 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-E (LWSS Teora) 25 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-E (LWSS Teora) 32 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-E (LWSS Teora) 40 mm dia (light Class)

PHASE-I (Mand Area) ZONE-E (LWSS Teora) 50 mm dia (light Class)

PHASE-I (Mand Area) ZONE-E (LWSS Teora) 65 mm dia (light Class)

PHASE-I (Mand Area) ZONE-E (LWSS Teora) 80 mm dia (light Class)

PHASE-I (Mand Area) ZONE-E (LWSS Teora) 100 mm dia (light Class)

PHASE-I (Mand Area) ZONE-E (LWSS Teora) Credit for scrap

PHASE-I (Mand Area) ZONE-F (LWSS Kursain & tanda) 15 MM dia ( light class)

PHASE-I (Mand Area) ZONE-F (LWSS Kursain & tanda)20 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-F (LWSS Kursain & tanda) 25 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-F (LWSS Kursain & tanda) 32 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-F (LWSS Kursain & tanda) 40 mm dia (light Class)

PHASE-I (Mand Area) ZONE-F (LWSS Kursain & tanda) 50 mm dia (light Class)

PHASE-I (Mand Area) ZONE-F (LWSS Kursain & tanda) 65 mm dia (light Class)

PHASE-I (Mand Area) ZONE-F (LWSS Kursain & tanda) 80 mm dia (light Class)

PHASE-I (Mand Area) ZONE-F (LWSS Kursain & tanda) 100 mm dia (light Class)

PHASE-I (Mand Area) ZONE-F (LWSS Kursan & tanda) Credit for scrap

PHASE-I (Mand Area) ZONE-G (LWSS Malkana) 15 MM dia ( light class)

PHASE-I (Mand Area) ZONE-G (LWSS Malkana) 20 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-G (LWSS Malkana) 25 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-G (LWSS Malkana)32 mm dia (Light Class)

PHASE-I (Mand Area) ZONE-G (LWSS Malkana)40 mm dia (light Class)

PHASE-I (Mand Area) ZONE-G (LWSS Malkana) 50 mm dia (light Class)

PHASE-I (Mand Area) ZONE-G (LWSS Malkana)65 mm dia (light Class)

PHASE-I (Mand Area) ZONE-G (LWSS Malkana) 80 mm dia (light Class)

PHASE-I (Mand Area) ZONE-G (LWSS Malkana) 100 mm dia (light Class)

PHASE-I (Mand Area) ZONE-G (LWSS Malkana) Credit for scrap

PHASE-II (Badukhar Area) ZONE-I 15 MM dia ( light class)

PHASE-II (Badukhar Area) ZONE-I 20 mm dia (Light Class)

PHASE-II (Badukhar Area) ZONE-I 25 mm dia (Light Class)

PHASE-II (Badukhar Area) ZONE-I 32 mm dia (Light Class)

PHASE-II (Badukhar Area) ZONE-I 40 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-I 50 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-I 65 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-I 80 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-I 100 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-I Credit for scrap

PHASE-II (Badukhar Area) ZONE-II 15 MM dia ( light class)

PHASE-II (Badukhar Area) ZONE-II 20 mm dia (Light Class)

PHASE-II (Badukhar Area) ZONE-II 25 mm dia (Light Class)

PHASE-II (Badukhar Area) ZONE-II 32 mm dia (Light Class)

PHASE-II (Badukhar Area) ZONE-II 40 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-II 50 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-II 65 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-II 80 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-II 100 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-II Credit for scrap

PHASE-II (Badukhar Area) ZONE-III 15 MM dia ( light class)

PHASE-II (Badukhar Area) ZONE-III 20 mm dia (Light Class)

PHASE-II (Badukhar Area) ZONE-III 25 mm dia (Light Class)

PHASE-II (Badukhar Area) ZONE-III 32 mm dia (Light Class)

PHASE-II (Badukhar Area) ZONE-III 40 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-III 50 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-III 65 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-III 80 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-III 100 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-III Credit for scrap

PHASE-II (Badukhar Area) ZONE-IV 15 MM dia ( light class)

PHASE-II (Badukhar Area) ZONE-IV 20 mm dia (Light Class)

PHASE-II (Badukhar Area) ZONE-IV 25 mm dia (Light Class)

PHASE-II (Badukhar Area) ZONE-IV 32 mm dia (Light Class)

PHASE-II (Badukhar Area) ZONE-IV 40 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-IV 50 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-IV 65 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-IV 80 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-IV 100 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-IV Credit for scrap

Dismentalling of G.I.Pipe complete in all respectas per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately).

PHASE-I (Mand Area) ZONE-A (LWSS Thakurdwara) 50 mm dia (light Class)

PHASE-I (Mand Area) ZONE-A (LWSS Thakurdwara) 80 mm dia (light Class)

PHASE-I (Mand Area) ZONE-B (LWSS Tamota Dhamota) 80 mm dia (light Class)

PHASE-I (Mand Area) ZONE-E (LWSS Teora) 40 mm dia (light Class)

PHASE-I (Mand Area) ZONE-E (LWSS Teora) 80 mm dia (light Class)

PHASE-I (Mand Area) ZONE-F (LWSS Kursain & tanda) 65 mm dia (light Class)

PHASE-I (Mand Area) ZONE-F (LWSS Kursain & tanda) 80 mm dia (light Class)

PHASE-I (Mand Area) ZONE-F (LWSS Kursain & tanda) 100 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-I 40 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-II 40 mm dia (light Class)

Relaying of G.I.Pipe complete in all respect per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately).

PHASE-II (Badukhar Area) ZONE-I 40 mm dia (light Class)

PHASE-II (Badukhar Area) ZONE-II40 mm dia (light Class)

Providing and Fixing of GMS peet valve / CI sluice valves of following diamaters:-

PHASE-II (Badukhar Area) ZONE-I 15 mm dia

PHASE-II (Badukhar Area) ZONE-I 20 mm dia

PHASE-II (Badukhar Area) ZONE-I 25 mm dia

PHASE-II (Badukhar Area) ZONE-I 32 mm dia

PHASE-II (Badukhar Area) ZONE-I 40 mm dia

PHASE-II (Badukhar Area) ZONE-I 50 mm dia

PHASE-II (Badukhar Area) ZONE-II 15 mm dia

PHASE-II (Badukhar Area) ZONE-II 20 mm dia

PHASE-II (Badukhar Area) ZONE-II25 mm dia

PHASE-II (Badukhar Area) ZONE-II 32 mm dia

PHASE-II (Badukhar Area) ZONE-II 40 mm dia

PHASE-II (Badukhar Area) ZONE-II 50 mm dia

PHASE-II (Badukhar Area) ZONE-III 15 mm dia

PHASE-II (Badukhar Area) ZONE-III 20 mm dia

PHASE-II (Badukhar Area) ZONE-III 25 mm dia

PHASE-II (Badukhar Area) ZONE-III 32 mm dia

PHASE-II (Badukhar Area) ZONE-III 40 mm dia

PHASE-II (Badukhar Area) ZONE-III 50 mm dia

PHASE-II (Badukhar Area) ZONE-IV 20 mm dia

Provision for functional house tap connection including the cost of GI pipe 15 mm dia , gate valve,stand post, G.I. fiting and connection from distribution lines etc.

PHASE-I (Mand Area) ZONE-A (LWSS Thakurdwara)

PHASE-I (Mand Area) ZONE-B (LWSS Tamota Dhamota)

PHASE-I (Mand Area) ZONE-C (LWSS Khanpur Ghatota)

PHASE-I (Mand Area) ZONE-D (LWSS Mand Miani & mand Indora)

PHASE-I (Mand Area) ZONE-E (LWSS Teora)

PHASE-I (Mand Area) ZONE-F (LWSS Kursain Tanda)

PHASE-I (Mand Area) ZONE-G (LWSS Malkana)

PHASE-II (Badukhar Area) ZONE-I (LWSS )

PHASE-II (Badukhar Area) ZONE-II (LWSS )

PHASE-II (Badukhar Area) ZONE-III (LWSS )

PHASE-II (Badukhar Area) ZONE-IV (LWSS )

National India Construction Co.

Unipro Techno Infrastructure Pvt Ltd