Providing functional house hold tap (FHTC) connection in village ManohSihal, Hara, Lohara etc. through existing LWSS PalliKutLohara (ZONE-1), FHTC in villages Bhind, Poliyan, Khatiyar etc. through existing LWSS Khatiyar (ZONE-2), FHTC in village

Amount

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. as per Data Sheet No. 1

LWSS Palli Kut Lohara (Zone-I)

LWSS Barot Houri Devi Samlet (Zone-III)

LWSS Sathana Chabbar Jakhbar (Zone-V)

Note:- (Refer Vol-II- for specifications & Vol-III, Data Sheet No.1)

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.

LWSS Palli Kut Lohara (Zone-I)

LWSS Barot Houri Devi Samlet (Zone-III)

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. as per Data Sheet No. 2

LWSS Sathana Chabbar Jakhbar (Zone-V)

RCC under ground reservoir of 120000 litre capacity at Node 03

RCC under ground reservoir of 15000 litre capacity at Node 05

Note:- (Refer Vol-II-for specifications & Vol-III, Data Sheet No.2 )

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. as per Data Sheet No.2

LWSS Palli Kut Lohara (Zone-I)

RCC Main storage tank 60000 litre capacity with 15 mtrs. Height at Node-7

LWSS Barot Houri Devi Samlet (Zone-III)

RCC sector storage tank 35000 litre capacity with 15 metres staging height at Node No 3

RCC sector storage tank 60000 litre capacity with 15 metres staging height at Node No 9A

RCC sector storage tank 35000 litre capacity with 15 metres staging height at Node No 3

RCC sector storage tank 30000 litre capacity with 10 metres staging height at Node No 13

RCC sector storage tank 90000 litre capacity with 15 metres staging height at Node No 14

RCC sector storage tank 30000 litre capacity with 15 metres staging height at Node No 15

RCC sector storage tank 20000 litre capacity with 1 metres staging height at Node No 4a

RCC sector storage tank 40000 litre capacity with 1 metres staging height at Node No 5a

Repair of RCC sector reservoir of 120000 litre capacity with 15metres staging height at Node No 5A

LWSS Golwan Batrahan Sakri Chatter Bassa (Zone-IV, Phase-I)

RCC sector reservoir of 350000 litre capacity with 15metres staging height at Node 2

RCC sector reservoir of 40000 litre capacity with 1 metres staging height at Node 5a

LWSS Golwan Batrahan Sakri Chatter Bassa (Zone-IV, Phase-II)

RCC sector reservoir of 70000 litre capacity with 10metres staging height at Node 2

LWSS Sathana Chabber Jakhber( Zone-V)

RCC Main Storage Tank of 70000 litre capacity with 1 metres staging height at Node No 2

LWSS Mandhot Jagnoli (Zone-VI)

RCC Main Storage Tank of 45000 litre capacity with 3 metres staging height at Node No 5'

RCC sector reservoir of 55000 litre capacity with 3 metres staging height at Node No 4

RCC sector reservoir of 40000 litre capacity with 15metres staging height at Node No 6

Note:- (Refer Vol-II-for specifications & Vol-III, Data Sheet No.3 for 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.

LWSS Palli Kut Lohara (Zone-I)

LWSS Barot Houri Devi Samlet (Zone-III)

LWSS Golwan Batrahan Hatpang Bassa (Zone-IV, Phase-I)

LWSS Golwan Batrahan Hatpang Bassa (Zone-IV, Phase-II))

LWSS Sathana Chabbar Jakhbar (Zone-V)

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 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.

LWSS Palli Kut Lohara (Zone-I)

80 mm dia (Medium class ) dully flanged Table-17

80 mm dia (Medium class ) dully flanged Table-5

LWSS Barot Hori Devi Samlet (Zone-III)

100 mm dia Medium Class Dully flanged T-17

80 mm dia Medium Class Dully flanged T-17

100 mm dia Medium Class Dully flanged T-5

100 mm dia Medium Class Dully flanged T-17

80 mm dia Medium Class Dully flanged T-5

80 mm dia Medium Class Dully flanged T-17

65 mm dia Medium Class Dully flanged T-5

65 mm dia Medium Class Dully flanged T-17

50 mm dia Medium Class Dully flanged T-5

50 mm dia Medium Class Dully flanged T-17

LWSS Golwana Batrahan Hatpang Bassa ( Zone-IV Phase-Ist).

150 mm dia Medium class Table-5 Dully flanged

125 mm dia Medium class Table-17 Dully flanged

LWSS Golwana Batrahan Hatpang Bassa ( Zone-IV Phase-2nd).

65 mm dia Medium class Table-17 Dully flanged

LWSS Sathana Khas Chabber Jakhbar (ZoneV)

100 mm dia Medium Class Dully flanged T-17

Note:- (Refer Vol-II- for specifications & Vol-III, Data Sheet No.4 for pumping machinery and elctrical works)

Supply of Submersiblel Pumping Set of Calama/KSB/Crompton/SU/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:9287-1979(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.

LWSS Barot Houri Devi Samlet (Zone-III)

From Node 5 A to Node 5 (i) Location of site:- The Site is located at a distance of 12 KMs from from Bharmar Railway station by road . ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 354 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 130.00 Mtrs, vii) LWL in tank/ well- 154.00 Mtrs., viii) Centre line level of pump 142.00 mtrs. ix) Discharge level of highest point- 154.00mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=7.20 lps xii) Static Head in meters _12.00 mts. xiii) Duty/Total head in Mts=22.56 mts xiv) Length of R/Main 30.00 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. (1 set for 7.20 LPS with total head=22.56 Mtr) One stand by

From Node4A to 4 (i) Location of site:- The Site is located at a distance of 12 KMs from from Bharmar Railway station by road . ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 354.00 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 P/well 7.00 Mtrs, vii) LWL in tank/ well- 146.00 Mtrs., viii) Centre line level of pump 146.00 mtrs. ix) Discharge level of highest point- 156.00 mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=3.60 LPS xii) Static Head in meters _10.00 mts. xiii) Duty/Total head in Mts=15.22 mts xiv) Length of R/Main 30 mts xv) Dia of R/Main=80mm xvi) Pumping hours per day- 8 hours xvii) Limits of pump operation (-) 25% 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. (1 set for 3.60 LPS with total head=15.22 Mtr) One stand by .

LWSS Golwan Batrahan Sakri Bassa (Zone-IV PH-I)

From Node 1A to 1B (i) Location of site:- The Site is located at a distance of 12 KMs from from Bharmar Railway station by road and 100 Mtrs by head load. ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 354.00 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 130.00 Mtrs, vii) LWL in tank/ well- 547.00 Mtrs., viii) Centre line level of pump 464.00 mtrs. ix) Discharge level of highest point- 547.00mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=11.87 LPS xii) Static Head in meters _83.00 mts. xiii) Duty/Total head in Mts=87.87 mts xiv) Length of R/Main 490.00mts xv) Dia of R/Main=150mm xvi) Pumping hours per day- 16 hours xvii) Limits of pump operation (-) 25% 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. (1 set for 11.87 LPS with total head=87.87 Mtr) One Stand by

LWSS Sathana Chabber Jakhber (ZONE V)

From Tube well No.1 to collection tank (i) Location of site:- The Site is located at a distance of 12 KMs from from Bharmar Railway station by road. ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 354.00 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 130.00 Mtrs, vii) LWL in tank/ well- 140.00 Mtrs., viii) Centre line level of pump 140.00 mtrs. ix) Discharge level of highest point- 60.00mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=23.01 LPS xii) Static Head in meters _60.00 mts. xiii) Duty/Total head in Mts=69.177 mts xiv) Length of R/Main 60 .00mts xv) Dia of R/Main=150mm xvi) Pumping hours per day- 8 hours xvii) Limits of pump operation (-) 25% 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. (1 set for 23.01 LPS with total head=49.177 Mtr) One stand by

LWSS Mandhot Jagnoli

From Tube well to Node 1 (i) Location of site:- The Site is located at a distance of 15 KMs from from Bharmar Railway station by road. ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 354.00 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 120.00 Mtrs, vii) LWL in tank/ well-276.11 Mtrs., viii) Centre line level of pump 268.15 mtrs. ix) Discharge level of highest point- 324.11mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=7.68 LPS xii) Static Head in meters _55.96 mts. xiii) Duty/Total head in Mts=56.41 mts xiv) Length of R/Main 30 .00mts xv) Dia of R/Main=80mm xvi) Pumping hours per day- 8 hours xvii) Limits of pump operation (-) 25% 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. (1 set for 9.25 LPS with total head=58.165 Mtr) One stand by

Note:- (Refer Vol-II-for specifications & Vol-III, Data Sheet No.4)

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. as per Data Sheet No. 4

LWSS Palli Kut Lohara (Zone-I)

Centrifugal Pumps :- centrifugal pumping machinery 2 sets (1 as standby) of 2.90 LPS each with 148.80 m head

LWSS Barot Hori Devi Samlet (Zone-III)

Centrifugal Pumps :- Centrifugal piumping machinery 2 sets (1 as standby) of 3.60 LPS each with 186.46 m head

Centrifugal Pumps :- Centrifugal piumping machinery 2 sets (1 as standby) of 1.95 LPS each with 156.92 m head

Centrifugal Pumps :- Centrifugal piumping machinery 2 sets (1 as standby) of 5.43 LPS each with 99.648 m head

Centrifugal Pumps :- Centrifugal piumping machinery 2 sets (1 as standby) of 2.28 LPS each with 167.35 m head

LWSS Golwan Batrahan Hatpang Bassa (Zone-IV Phase-I)

Centrifugal Pumps :- Centrifugal piumping machinery 2 sets (1 as standby) of 9.89 LPS each with 71.453 m head

LWSS Golwan Batrahan Hatpang Bassa (Zone-IV Phase-II)

Centrifugal Pumps :- Centrifugal piumping machinery 2 sets (1 as standby) of 1.98 LPS each with 114.757 m head

LWSS Sathana Chabbar jakhbar (Zone-V)

Centrifugal Pumps :- Centrifugal piumping machinery 2 sets (1 as standby) of 5.70 LPS each with 254.27 m head

LWSS Mandhot Jagnoli (Zone-VI)

Centrifugal Pumps :- Centrifugal piumping machinery 2 sets (1 as standby) of 9.25 LPS each with 140.90 m head

Note:- (Refer Vol-II- for specifications & Vol-III, Data Sheet No.5 for 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.

LWSS Palli Kut Lohara (Zone-I)

LWSS Khatiyar (Zone-II)

LWSS Barot Houri Devi Samlet (Zone-III)

LWSS Golwan Batrahan Hatpang Bassa (Zone-IV, Phase-I)

LWSS Golwan Batrahan Hatpang Bassa (Zone-IV, Phase-II))

LWSS Sathana Chabbar Jakhbar (Zone-V)

LWSS Mandhot Jagnoli ( Zone-VI)

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).

LWSS Palli Kut Lohara (Zone-I)

25 MM DIA ( light class)

32 mm dia (Light Class)

40 mm dia (Light Class)

50mm dia (Light Class)

65mm dia (light Class)

Credit for scrap

LWSS Khatiar (Zone-II)

15 MM DIA ( light class)

25 MM DIA ( light class)

32 mm dia (Light Class)

40 mm dia (Light Class)

50mm dia (Light Class)

65mm dia (light Class)

80mm dia (light Class)

Credit for scrap

LWSS Barot Hori Devi Samlet (Zone-III)

20mm dia (light Class)

25 MM dia ( light class)

32 mm dia (Light Class)

40 mm dia (Light Class)

50mm dia (Light Class)

65mm dia (light Class)

80mm dia (light Class)

100mm dia (light Class)

Credit for scrap

LWSS Golwan Batrahan Hatpang Bassa (Zone-IV, Phase-I))

32 mm dia (Light Class)

50mm dia (Light Class)

65mm dia (light Class)

80mm dia (light Class)

LWSS Golwan Batrahan Hatpang Bassa (Zone-IV, Phase-II))

25 mm dia (Light Class)

32mm dia (Light Class)

40mm dia (light Class)

LWSS Sathana Chabber Jakhber (ZONE V)

32mm dia (Light Class)

40mm dia (light Class)

65mm dia (light Class)

LWSS Mandhot Jagnoli (VI)

25 mm dia (Light Class)

32 mm dia (Light Class)

40 mm dia (light Class)

50 mm dia (Light Class)

65 mm dia (Light Class)

80 mm dia (light Class)

100 mm dia (light Class)

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).

LWSS Khatiar (Zone-II)

20 mm dia (Light Class)

25 mm dia (Light Class)

32 mm dia (light Class)

50 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).

LWSS Khatiar (Zone-II)

25mm dia (light Class)

32mm dia (light Class)

40mm dia (light Class)

50mm dia (light Class)

P/F of GMS peet valve / CI sluice valves of following diamaters:-

LWSS Khatiar (Zone-II)

15 mm dia

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

100 mm dia

S.k.sharma contractor and engineer

Unipro Techno Infrastructure Pvt Ltd