Engineering, procurement, construction, testing, commissioning, trial run of various components for providing (FHTC) to left out households by Providing multi village piped water supply scheme in Una Block 2nd Phase Kutlehar constituency

Amount

Schedule B1- Submersible and Centrifugal Pumping Machinery:-

Submersible Pumping Machinery :- Providing and installation of suitable submersible pumping set of KSB/ Calama/ Johnston/ Crompton/BS/ SABAR/ Oswal/ Kirloskar/WPIL make conforming to latest relevant BIS Code 8034:1976. The pump should be fitted with bronze impeller or suitable alloys suitable for handling Clear water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP & 2900 rpm of reputed make conforming to BIS 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand 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. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty point head.The pump set should include water level guards, erection clamps , cable clips, depth gauge NRV & Sluice valves of approved class etc. The work should be completed to the entire satisfaction of the Engineer-in – Charge. The rates shall be for complete Job to run the machinery in proper working. and should meet with the requirements.For detailed design parameters/ requirements are given (Refer Data sheet No.1).

T/Well Chattara to collection Tank , 2 sets (1 working & 1 standbye) Discharge, (Q) 4.55 LPS, Total Head ( H ) 53.81 Mts.

T/Well Arniala Kotla to collection Tank, 2 sets (1 working & 1 standbye) Discharge, (Q) 11.08LPS and Total Head ( H ) 61.31 Mtrs.

T/Well at Dangoli (existing) to collection Tank, 2 sets (1 working & 1 standbye) Discharge, (Q) 3.77 LPS and Total Head ( H ) 62.76 Mtrs.

T/Well at Takka (existing) to collection Tank, 2 sets (1 working & 1 standbye) Discharge, (Q) 9.34 LPS and Total Head ( H ) 54.12 Mtrs.

T/Well Basal to collection Tank, 2 sets (1 working & 1 standbye) Discharge, (Q) 9.46 LPS and Total Head ( H ) 54.33 Mtrs.

T/Well Jhalehra (existing) l to collection Tank, 2 sets (1 working & 1 standbye) Discharge, (Q) 4.14LPS and Total Head ( H ) 40.01 Mtrs.

T/Well Rainsary to collection Tank, 2 sets (1 working & 1 standbye) Discharge, (Q) 7.18 LPS and Total Head ( H ) 60.45 Mtrs.

Centrifugal Pumping Machinery :- Providing horizontal spindle / Horizontal/ redial split casings / end suction (back pull arrangements) enrgy efficient horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement)single/double/multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/KSB/Kirloskar/Jyoti /Beaconweir BS&BE, ABB/CGL confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/Bronze with 2.5% Nickel impellers, dia of 405mm priming funnels, casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrom in plated with cast iron casing coupled directly through a flexible coupling on a Common MS base plate to squirrel cage screen protected drip proof induction motor, totally enclosed fan cooled motors/CACA motors of standard make such asKirloskar/BHEL/ Crompton/NGEF/GEC/ Siemens/ Jyoti/Area Brown Boven and suitable for operation on , 50 cycles/second 3 phase AC electric supply. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty point head. The motor/motors should be as per IS: 325-1978 with upto date amendments read with IS:900-1972. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current. The motor shall be suitable of running at 415 volt+ - 15 volt atleast. It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement .All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valvse, NRV including erection and testing complete necessary piping for suction and common header 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 specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge.(Refer data sheet No. 2).

Discharge (Q) 4.55 LPS with Head of 191.74 m ( 2 Nos. Set i/e 1 Nos. Working & 1 Stand By ) Chattara

Discharge (Q)1.14 LPS with Head of 31.38 m - ( 2 Nos. Set i/e 1 Nos. Working & 1 Stand By ) Dangoli 1st

Discharge (Q)2.63 LPS with Head of 88.93 m ( 2 Nos. Set i/e 1 Nos. Working & 1 Stand By ) Dangoli 2nd

Discharge (Q)0.99 LPS with Head of 231.84 m ( 2 Nos. Set i/e 1 Nos. Working & 1 Stand By ) Bhaglot

Discharge (Q) 11.08LPS with Head of 145.11 m ( 2 Nos. Set i/e 1 Nos. Working & 1 Stand By ) Arinala Kotla

Discharge (Q)9.34 LPS with Head of 41.80 m ( 2 Nos. Set i/e 1 Nos. Working & 1 Stand By ) Takka

Discharge (Q)9.46 LPS with Head of 27.90 m ( 2 Nos. Set i/e 1 Nos. Working & 1 Stand By )Basal

Discharge (Q)4.14 LPS with Head of 59.60 m ( 2 Nos. Set i/e 1 Nos. Working & 1 Stand By ) Jhalera

Discharge (Q)7.18 LPS with Head of 74.73 m ( 2 Nos. Set i/e 1 Nos. Working & 1 Stand By ) Rainsary

Total of Schedule B1- Submersible and Centrifugal Pumping Machinery

Schedule B2- Solar Plant

Provision for solar teck stand dusk to down automatic operation with 1 Kilo watt, 74 Ah tubular battery with 1x11 watt CFL with 2 days autonomy with 5 mtrs pole (Refer Data Sheet No-3)

Head works of LWSS Chattara & Bhaglot

Head works of LWSS Arniala Kotla & Existing Head works Kotla Khurd.

Head works of LWSS Dangoli

Head works of LWSS Takka

Head Works at Basal

Head Works at Rainsary

Head Works at Jhalehra

Total of Schedule B2- Solar Plant

Schedule B3- Vacuum operated, pressure feed gaseous chlorinators

Supply, installation, commissioning and testing of vacuum operated, pressure feed gaseous chlorinator/Jasco/Capital for chlorination of water by direct feeding to existing water main consisting of chlorinator,Booster pumps, Water pipes, accessories, chlorine gas cylinders, chlorine analyzer, safety items covering chlorine leak emergency kit as specified complete in all respect including entire carriage of material with in all leads and Lifts and as per direction of the Engineer-in-Charge (Refer data Sheet No-4)

Total of Schedule B3- Vacuum operated, pressure feed gaseous chlorinators

Schedule B4- Providing,laying ,jointing and testing of Rising main.

Excavation in foundation and trenches up to all depths and in all classification of earth work such as Pick work, Jumper work, chiselling or wedging out of soft and hard rock as blasting is prohibited, saturated soil including bailing or pumping out of water, including cutting of bitumenous/concrete surface wherever required, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly and after laying, jointing and testing of pipes (for pipes, Pipe duct, chambers, x-sings etc.), returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

Providing, Laying and testing in trenches to be levelled to grade and testing of below mentioned dia Galvanized MSERW plain ended pipe conforming to IS/ISO 3183-2007 -L210 or A as per dimensions weight and test pressure mentioned below in a random length of 5m - 7m. The M.S. flanges are to be provided 5% of total joints as per table below conforming to 6392-1971 ( Latest uptodate ammendments) and welding of M.S. flanges with pipe as per IS: 816-1965 with electrode as per IS: 814-1967 including required Nos. and size of M.S. nuts and bolts as per IS: 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3mm thick as per IS: 27121-1965. The welding of flanges to be done on both faces in three layerson each phase to make the joints leak proof including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube and to the entire satisfaction of enginer-in-charge. The pipes end should be bevelled suitable for butt welding. The circumferencial butt welded joints by electrical arc welding to following dia & class pipes,welding of pipes to be done in three layers to make the joints leak proof and to achieve the minimum effective throat thickness of weld conforming to IS- 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects and including DPT test for joints & manual/mechnical handing of pipes. The laying of pipes should be conforming to IS: 5822-1994 (Earth work in trenches and M.S. flanges and but weld joins to be measured and paid for separately) The pipe shall have zinc coating as per IS 4736 in factory latest with uptodate ammendments. Pipe shall be coated from both sides ( in side and outer side) with the required thickness of zinc coating as per IS code mentioned above.(Refer Data Sheet No. 6).

80 mm dia GMSERW pipe a RD0/0 to 3530 ( From P.H to MBR- Chattara) 4.80 mm thick

100 mm dia GMSERW pipe RD 0/0 to 1800 ( From P.H to MBR- Rainsary) 4.80 mm thick

150 mm dia GMSERW pipe RD0/0 to 2700 ( From P.H to MBR- Arniala Kotla) 4.80 mm thick

Providing and laying and testing in trenches Galvanized mild steel flanged/butt weld pipes of below mentioned dia and grade conforming to IS 1239-2004 (with latest ammendments). The M.S. flanges are to be provided 5% of total joints as per table below conforming to 6392-1971 ( Latest uptodate ammendments) and welding of M.S. flanges with pipe as per IS: 816-1965 with electrode as per IS: 814-1967 including required Nos. and size of M.S. nuts and bolts as per IS: 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3mm thick as per IS: 27121-1965. The welding of flanges to be done on both faces in three layers in each face to make the joints leak proof including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube and to the entire satisfaction of enginer-in-charge. The pipes end should be bevelled suitable for butt welding. The circumferencial butt welded joints by electrical arc welding to following dia & class pipes,welding of pipes to be done in three layers to make the joints leak proof and to achieve the minimum effective throat thickness of weld conforming to IS- 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects and including DPT test for joints & manual/mechnical handing of pipes. The laying of pipe shall confirm to BIS-5822 (with latest ammendments uptodate), including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube within all leads and lifts. ( Earth work in trenches, M.S. flanges and butt welded joints to be measured and paid for separately) (Refer data Sheet No. 5).

GMS pipe (Heavy Grade ) 80 MM dia (R/main from T/Well Chattara to collection tank) RD 0/0 to 90

GMS pipe (Heavy Grade ) 80 MM dia (R/main from T/Well Jhalera to collection tank) RD 0/0 to 60

GMS pipe (Heavy Grade ) 100 MM dia (R/main from T/Well Rainsary to collection tank) RD 0/0 to 30.

GMS pipe (Heavy Grade ) 125 MM dia (R/main from T/Well Takka to collection tank) RD 0/0 to 30.

GMS pipe (Heavy Grade ) 125 MM dia (R/main from T/Well Basal to collection tank) RD 0/0 to 30.

GMS pipe (Heavy Grade ) 150 MM dia (R/main from T/Well Arniala Kotla to collection tank) RD 0/0 to 90.

GMS pipe (Heavy Grade ) 80 MM dia (R/main from Collection Tank at Jhalera to MBR) RD 0/0 to 600.

GMS pipe (Heavy Grade ) 100 MM dia (R/main from Collection Tank at Rainsary to MBR) RD 1800 to 2580

GMS pipe (Heavy Grade ) 125 MM dia (R/main from T/Well Basal to MBR) RD 0/0 to 180

GMS pipe (Heavy Grade ) 150 MM dia (R/main from T/Well Arniala Kotla to MBR) RD 2700 to 6450

Providing & fixing and welding of M.S.flanges conforming to BIS-6392-1971 (latest with upto date ammendments) welding of MS flanges on (three layers on each face) GMS pipe and bends on both end (The cost of GMS pipe and laying to be measured & paid separately) accordingly to relevent BIS and detailed specification & fixed with nuts, bolts of required size and synthetic rubber gasket conforming relevant BIS code as given in the technical specification including all kinds of leads and lifts and entire satisfaction of the engineer- in- Charge

MS Flange Table 17 of 80 MM dia to GMS pipe (Heavy Grade ) for R/main from T/Well Chattara to collection tank from RD 0/0 to 90

MS Flange Table 17 of 80 MM dia to GMS pipe (Heavy Grade ) for R/main from T/Well Jhalehra to collection tank from RD 0/0 to 60

MS Flange Table 17 of 100 MM dia to GMS pipe (Heavy Grade ) for R/main from T/Well Rainsary to collection tank from RD 0/0 to 30

MS Flange Table 17 of 125 MM dia to GMS pipe (Heavy Grade ) for R/main from T/Well Takka to collection tank from RD 0/0 to 30

MS Flange Table 17 of 125 MM dia to GMS pipe (Heavy Grade ) for R/main from T/Well Basal to collection tank from RD 0/0 to 30

MS Flange Table 17 of 150 MM dia to GMS pipe (Heavy Grade ) for R/main from T/Well Arniala Kotla to collection tank from RD 0/0 to 90

MS Flange Table 28 of 80 MM dia to GMSERW pipe for R/main from collection tank Chattara To MBR from RD 0/0 to1800

MS Flange Table 17of 80 MM dia to GMSERW pipe for R/main from collection tank Chattara To MBR from RD 1800 to 3270

MS Flange Table 5 of 80 MM dia to GMSERW pipe for R/main from collection tank Chattara To MBR from RD 3270 to 3530

MS Flange Table 17 of 80 MM dia to GMS pipe(Heavy) for R/main from collection tank Jhalehra To MBR from RD 0/0 to 330

MS Flange Table 5 of 80 MM dia to GMS pipe(Heavy) for R/main from collection tank Jhalehra To MBR from RD 330 to 600

MS flanges Table - 17 of 100MM dia GMSERW pipe (R/main for T/Well No.Rainsary to MBR) from RD0/0 to 1200

MS flanges Table - 5 of 100MM diaGMSERW/ GMS pipe (H) (R/main for T/Well No.Rainsary to MBR) from RD 1200 to 2580

MS flanges Table - 5 to 125 mm dia dia GMS pipe (H) (R/main for T/Well Basal to MBR) from RD 0/0 to 180.

MS flanges Table - 17 of 150 mm dia dia GMERW /GMS(H) pipe (R/main for T/Well Arniala Kotla to MBR) from RD 0/0 to 5400

MS flanges Table - 5 of 150 mm dia dia GMS pipe(H) (R/main for T/Well Arniala Kotla to MBR) from RD 5400 to 6450

Providing circumferencial butt welded joints by electrical arc welding to following dia & class pipes,welding of pipes to be done in three layers to make the joints leak proof and to achieve the minimum effective throat thickness of weld conforming to IS- 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects and including DPT test for joints & manual/mechnical handing of pipes in all leads and lifts to the entire satisfaction of Engineer- in- charge.

GMS pipe (Heavy Grade ) 80 MM dia (R/main from T/Well Chattara to collection tank) RD 0/0 to 90

GMS pipe (Heavy Grade ) 80 MM dia (R/main from T/Well Jhalera to collection tank) RD 0/0 to 60

GMS pipe (Heavy Grade ) 100 MM dia (R/main from T/Well Rainsary to collection tank) RD 0/0 to 30.

GMS pipe (Heavy Grade ) 125 MM dia (R/main from T/Well Takka to collection tank) RD 0/0 to 30.

GMS pipe (Heavy Grade ) 125 MM dia (R/main from T/Well Basal to collection tank) RD 0/0 to 30.

GMS pipe (Heavy Grade ) 150 MM dia (R/main from T/Well Arniala Kotla to collection tank) RD 0/0 to 90.

GMSERW pipe 80 mm dia ( From P.H to MBR- Chattara) RD 0/0 to 3530

GMS pipe (Heavy Grade ) 80 MM dia (R/main from Collection Tank at Jhalera to MBR) RD 0/0 to 600.

GMSERW/GMS pipe 100 mm dia RD 0/0 to 2580 ( From P.H to MBR- Rainsary)

GMS pipe (Heavy Grade ) 125 MM dia (R/main from T/Well Basal to MBR) RD 0/0 to 180

GMSERW/GMS pipe150 mm dia ( From P.H to MBR- Arniala Kotla) RD 0/0 to 6450

Providing and fixing of double flanged swing type cast steel Reflux valve of Kirloskar/Leader /Bir/ Kartar etc. make having Bye pass arrangement on the rising main and capable of 'withstanding normal Seat Pressure as per IS:1868/API-600 (Cast Steel) with latest ammendmets,including cost of flanges with in all leads and lifts and carriage of material.

80 mm dia class ASA-150 with MS flange Table-17

100 mm dia class ASA-150 with MS flange Table-17

125 mm dia class ASA-150 with MS flange Table-17

150 mm dia class ASA-150 with MS flange Table-17

Providing and fixing of cast Iron Air valve of following dia. Coforming to BS :1452-90 complete in all respect. Pressure Range 11.22 Kg/cm2 of the following diameter complete in all respect and as per the direction of the Engineer-in-Charge in all leads and lifts . Leader/Bir /Kirloskar make.

25mm dia single valve type

40mm dia double valvetype

Total Schedule B4- Providing and Laying, jointing and testing of Rising Mains

Schedule B5 - Civil Works - C/o Pump houses,chlorinator rooms,Main Storage Tanks/Sectors tanks

Pump House:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority of Pump Houses at following Locations including all allied Civil Works, internal & external Electrical work wiring, Sanitay work, excavation in foundation in all kinds of soils, c/o Toilets, c/o Septic Tanks of capacity for required users, internal and external solar powered Street lighting, external landscaping, dewatering and painting with asian apex ultima with priming coat and wall putty and fire fighting system complete including site development as directed by engineer in charge. The battery limit shall be considered as 3.00 mtrs from the edge of the structure or the boundary wall of the land which ever is less. The contractor shall provide 6 sets of approved drawing with design and one soft copy to the department. (Refer Data sheet No.7).

Pump houses i/c toilet (5 Nos, 40.85 sqm each = 204.25 Sqm)

Chlorination rooms :- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority of chlorination room for installation of Gaseous plant at following Locations including all allied Civil Works, internal & external Electrical work wiring, excavation in foundation in all kinds of soils, internal and external solar powered Street lighting, external landscaping, dewatering and painting with asian apex ultima with priming coat and wall putty complete including site development as directed by engineer in charge. The battery limit shall be considered as 3.00 mtrs from the edge of the structure of the boundary wall of the land which ever is less. The contractor shall provide 6 sets of approved drawing with design and one soft copy to the department. (Refer data sheet No. 8).

Chlorination room = 7Nos , 22.29 sqm each (22.35 x 7 = 156.45 Sqm).

Collection Tank , Main Balancing Reservior (U/G) and Sector Reserviors (U/G) :- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in foundation in all kinds of soil. including PCC (1:3:6) in foundation and M:30 design mix in bottom slab/raft ,walls and beams. And RCC (1:1.5:3:) in roof slab/dome with all alied Civil Works such as c/o chamber for valves, refilling and disposing of surplus excavated earth with in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside, CI cowl type ventilator, SFRC manhole covers with frames of heavy duty with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness, All works shall be conforming to relevant IS code. The cost of valves,bulk meter/ flow meter shall be included in the rates of tanks .complete in all respects to the entire satisfaction of the Engineer-in-charge. The battery limit shall be considered as 3.00 mtrs from the edge of the structure of the boundary wall of the land which ever is less. The contractor shall provide 6 sets of approved drawing and design to the department including cost of site development required as per site conditions. (Refer Data sheet No. 9).

C/O Collection Tank - 25 KL -GL (Village Chattara) (Data Sheet 9(A))

C/O Collection Tank - 60 KL -GL (Village Arniala) (Data Sheet 9(A))

C/O Collection Tank - 50 KL -GL (Village Basal) (Data Sheet 9(A))

C/O Collection Tank - 50 KL -GL (Village Rainsary) (Data Sheet 9(A))

C/O Collection Tank - 25 KL -GL (Village Jhalehra) (Data Sheet 9(A))

C/O Collection Tank - 50 KL -GL (Village Takka) (Data Sheet 9(A))

C/O MBR - 50KL-GL (Village Chattara) (Data Sheet 9(B))

C/O Sector storage Tank - 30 KL-GL (Vill Chattara) (Data Sheet 9(C)).

C/O Sector storage Tank - 25 KL-GL (Vill Chattara) (Data Sheet 9(D))

C/O Sector storage Tank - 15 KL-GL (Vill Banode Mahadev) (Data Sheet 9(E)).

Main Balancing Reservior (Over Head Reservoir) and Sector Reserviors ((Over Head Reservoir) ) :- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circular Over Head reservoir of following staging height as per capacity/ staging height given below at various stages/sites including excavation in foundation in all kinds of soil. including M-10 not less than 1:3:6 in foundation and M:25 & M30 design mix in column, pillars, posts and struts of rquired height lintel beams, arches, suspended floors, roof, landing with all alied Civil Works such as c/o chamber for valves, plinth protection refilling and disposing of surplus excavated earth with in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as RCC stair case inside and outside, CI cowl type ventilator, SFRC manhole covers with frames of heavy duty with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness, All works shall be conforming to relevant IS code. The cost of valves,bulk meter/ flow meter shall be included in the rates of tanks .complete in all respects to the entire satisfaction of the Engineer-in-charge. The battery limit shall be considered as 3.00 mtrs from the edge of the structure of the boundary wall of the land which ever is less. The contractor shall provide 6 sets of approved drawing and design to the department including cost of site development required as per site conditions. (Refer Data sheet No. 10).

C/O MBR- 15 KL-OHSR with 15 mtrs staging height (Village Bhaglot) (Data sheet No. 10(A))

C/O MBR- 55 KL-OHSR with 15 mtrs staging height (Village Kotla Upper) (Data sheet No. 10(B)).

C/O MBR- 10 KL-OHSR with 15 mtrs staging height (Village Upper Dangoli (Data sheet No. 10©)).

C/O MBR- 200 KL-OHSR with 20 mtrs staging height (Village Basal) (Data sheet No. 10(D)).

C/O MBR- 75 KL-OHSR with 20 mtrs staging height (Village Rainsary) (Data Sheet 10(E)).

C/O MBR- 90 KL-OHSR with 20 mtrs staging height (Village Jhalehra) ( Data sheet No.10(F))

C/O Sector Reservior - 50 KL-OHSR with 15 mtrs staging height (Village Chattara) ( Data sheet No. 10(G)).

C/O Sector Reservior - 250 KL-OHSR with 15 mtrs staging height (Village Kotla Nichla) (Data sheet No. 10(H)).

Total of Schedule A5 - Civil Works.

Schedule B6- Providing,Laying,Jointing and Testing of Gravity Mainsand Distribution System.

Providing,Laying ,Jointing and testing of gravity Main.

Excavation in foundation and trenches up to all depths and in all classification of earth work such as Pick work, Jumper work, chiselling or wedging out of soft and hard rock as blasting is prohibited, saturated soil including bailing or pumping out of water, including cutting of bitumenous/concrete surface wherever required, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly and after laying, jointing and testing of pipes (for pipes, Pipe duct, chambers, x-sings etc.), returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of metalled/unmetalled surfaces to its original condition (metalled surface to be measured and paid for separately) and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

Providing Laying, jointing and testing in trenches galvanised mild steel tube screwed and socketed complete conforming to IS 1239-2004 (With upto date ammendments) including providing and fixing tube fitting such as union, tees, socket etc (excluding cost of , valves and earth work in trenches, will be measured and paid for separately.) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge. (Refer data sheet No. 11 &12)

G.I. 40mm Dia (Light class)

G.I. 50mm dia (Light class)

Providing and Laying,Jointing and Testing in trenches Galvanized mild steel flanged/butt welded pipe of below mentioned dia and grade conforming to IS 1239-2004 (with latest ammendments The M.S. flanges are to be provided 5% of total joints as per table below conforming to 6392-1971 ( Latest uptodate ammendments) and welding of M.S. flanges with pipe as per IS: 816-1965 with electrode as per IS: 814-1967 including required Nos. and size of M.S. nuts and bolts as per IS: 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3mm thick as per IS: 27121-1965. The welding of flanges to be done on both faces in three layers in each face to make the joints leak proof including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube and to the entire satisfaction of enginer-in-charge. The pipes end should be bevelled suitable for butt welding. The circumferencial butt welded joints by electrical arc welding to following dia & class pipes,welding of pipes to be done in three layers to make the joints leak proof and to achieve the minimum effective throat thickness of weld conforming to IS- 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects and including DPT test for joints & manual/mechnical handing of pipes. The laying of pipe shall confirm to BIS-5822 (with latest ammendments uptodate), including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube within all leads and lifts. ( Earth work in trenches, M.S. flanges and butt welded joints to be measured and paid for separately) (Refer Data Sheet No. 11 &12).

G.I.pipe 65 mm Dia (Medium class)

G.I. pipe 80 mm dia (Medium class)

G.I. pipe 125 mm dia (Medium Class)

Providing & fixing and welding of M.S.flanges conforming to BIS-6392-1971 (latest with upto date ammendments) welding of MS flanges on (three layers on each face) GMS pipe and bends on both end (The cost of GMS pipe and laying to be measured & paid separately) accordingly to relevent BIS and detailed specification & fixed with nuts, bolts of required size and synthetic rubber gasket conforming relevant BIS code as given in the technical specification including all kinds of leads and lifts and entire satisfaction of the Engineer- in- Charge

G.I.pipe 65 mm Dia (Medium class)

G.I.pipe 80 mm dia (Medium class)

G.I.pipe125 mm dia (Medium Class)

Providing circumferencial butt welded joints by electrical arc welding to following dia & class pipes,welding of pipes to be done in three layers to make the joints leak proof and to achieve the minimum effective throat thickness of weld conforming to IS- 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects and including DPT test for joints & manual/mechnical handing of pipes in all leads and lifts to the entire satisfaction of Engineer- in- charge.

G.I,.pipe 65 mm Dia (medium class)

G.I. pipe 80 mm dia (Medium class)

G.I.pipe 125 mm dia (Medium Class)

Providing and fixing of copper alloy gate valves class-II for water works purpose as per 778-1984 (reaffirmed-2010) of the following diameters in distribution system including entire carriage of material in all leads and lifts as per the direction of the Engineer- in-Charge.

40 mm Dia

Providing and fixing C.I sluice valve(with hand wheel) as per IS: 780 (including brass spindle and as per IS: 2906 Class-II complete with bolts., nuts, rubber insertion etc. ( along with tailtail pieces if required) various dia complete in all respect and as per the direction of the Engineer-in-Charge in all leads and lifts of the following diameter.Leader/Kirloskar/Bir make

50 mm dia

65mm dia

80mm dia

125mm dia

Providing and fixing of cast Iron Air valve of following dia. Coforming to BS :1452-90 complete in all respect. Pressure Range 11.22 Kg/cm2 complete in all respect and as per the direction of the Engineer-in-Charge in all leads and lifts of the following diameter. Bir/Kirloskar make.

25mm dia

Providing,Laying ,Jointing and Testing of Distribution system

Excavation in foundation and trenches up to all depths and in all classification of earth work such as Pick work, Jumper work, chiselling or wedging out of soft and hard rock as blasting is prohibited, saturated soil including bailing or pumping out of water, including cutting of bitumenous/concrete surface wherever required, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly and after laying, jointing and testing of pipes (for pipes, Pipe duct, chambers, x-sings etc.), returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of metalled/unmetalled surfaces to its original condition (metalled surface to be measured and paid for separately) and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

For Proposed pipes in- Pick and jumper work

For dismentalling of existing G.I. Pipe - Pick work

Providing and Laying,Jointing and Testing in trenches Galvanized mild steel flanged/butt welded pipe of below mentioned dia and grade conforming to IS 1239-2004 (with latest ammendments The M.S. flanges are to be provided 5% of total joints as per table below conforming to 6392-1971 ( Latest uptodate ammendments) and welding of M.S. flanges with pipe as per IS: 816-1965 with electrode as per IS: 814-1967 including required Nos. and size of M.S. nuts and bolts as per IS: 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3mm thick as per IS: 27121-1965. The welding of flanges to be done on both faces in three layers in each face to make the joints leak proof including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube and to the entire satisfaction of enginer-in-charge. The pipes end should be bevelled suitable for butt welding. The circumferencial butt welded joints by electrical arc welding to following dia & class pipes,welding of pipes to be done in three layers to make the joints leak proof and to achieve the minimum effective throat thickness of weld conforming to IS- 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects and including DPT test for joints & manual/mechnical handing of pipes. The laying of pipe shall confirm to BIS-5822 (with latest ammendments uptodate), including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube within all leads and lifts. ( Earth work in trenches, M.S. flanges and butt welded joints to be measured and paid for separately) (Refer Data Sheet No. 11 & 12).

100 mm dia GMS pipe (Medium grade)

125 mm dia GMS pipe (Medium grade)

Providing & fixing and welding of M.S.flanges conforming to BIS-6392-1971 (latest with upto date ammendments) welding of MS flanges on (One layer on inner face and two layers on outer face of each flange) GMS pipe and bends on both end (the cost of GMS pipe and laying to be measured & paid separately) accordingly to relevent BIS and detailed specification & fixed with nuts, bolts of required size and synthetic rubber gasket conforming relevant BIS code as given in the technical specification including all kinds of leads and lifts and entire satisfaction of the engineer- in- Charge comlete in all respect.

100 mm dia Table -5

125 mm dia Table -5

Providing circumferencial butt welded joints by electrical arc welding to following dia & class pipes,welding of pipes to be done in three layers to make the joints leak proof and to achieve the minimum effective throat thickness of weld conforming to IS- 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects and including DPT test for joints & manual/mechnical handing of pipes in all leads and lifts to the entire satisfaction of Engineer- in- charge.

100 mm dia GMS pipe (Medium grade)

125 mm dia GMS pipe (Medium grade)

Providing Laying, jointing and testing in trenches galvanised mild steel tube screwed and socketed complete conforming to IS 1239-2004 (With upto date ammendments) including providing and fixing tube fitting such as union, tees, socket etc (excluding cost of , valves and earth work in trenches, will be measured and paid for separately.) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge. (Refer Data sheet No. 11 &12)

32 mm dia GMS pipe (light grade)

40mm dia GMS pipe (light grade)

50mm dia GMS pipe (light grade)

65 mm dia GMS pipe (Light grade)

80mm dia GMS pipe (Light grade)

Dismentalling of old existing GMS pipe Light class /Medium class of the following dia and stacked properly at head works complete in all respect within all leads & lifts and entire satisfection of the Engineer-In-Charge. (Labour Rate)

15 mm dia (Light grade)

20mm dia (Light grade)

25mm dia (Light grade)

32 mm dia (Light grade)

40mm dia (Light grade)

50mm dia (Light grade)

65 mm dia (Light grade)

80 mm dia (Light grade)

100 mm dia (Light grade)

125 mm dia (Medium grade)

Relaying of useful serviceable dismentalled GMS pipe (Light/ Medium) with in all leads and lifts and entire satisfection of the Engineer-In-Charge. (Labour Rate)

20mm dia (Light grade)

25mm dia (Light grade)

32 mm dia (Light grade)

40mm dia (Light grade)

50mm dia (Light grade)

65 mm dia (Light grade)

80 mm dia (Light grade)

100 mm dia (Light grade)

125 mm dia (Medium grade)

Providing and fixing of brasss full way valves with ( hand wheel ) complete in all respect and as per the direction of the Engineer-in-Charge in all leads and lifts of the following diameter.conforming to latest BIS codes.

25mm dia

32 mm dia

40mm dia

Providing and fixing C.I sluice valve ( with hand wheel ) as per IS 780 class upto 300 mm dia including brass spindle and as per IS- 2906 class II for diameter more than 300 mm complete with bolts,nuts,insertion etc.( The tail pieces if required shall be measured and paid for separately.) within all leads & lifts. Leader/Kirloskar make.

50mmdia

65mmdia

80mm dia

100mm dia

125 mm dia

Total Schedule B6- Gravity Mains/ Distribution System

Schedule B7 -Functional House Tap Connection 2192 Nos.

Excavation in foundation and trenches up to all depths and in all classification of earth work such as Pick work, Jumper work, chiselling or wedging out of soft and hard rock as blasting is prohibited, saturated soil including bailing or pumping out of water, including cutting of bitumenous/concrete surface wherever required, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly and after laying, jointing and testing of pipes returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of metalled/unmetalled surfaces to its original condition (Restoration of metalled contrete surface to be measured and paid for separately) however the excavation of metalled / concret surface is included in the excavation and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

Providing and Laying, jointing and testing in trenches GMS pipes (light grade) confirming to ISI specification including commissioning in respect of following diameters from service line upto individual house hold connection including earth work and entire carriage of material in all leads and lifts as per the direction of the Engineer- in-Charge. 15 mm dia (L)

Providing fittings and accessories e.g. tee, union, nipple elbow, wheel valve, 1/4" ferrule, bib cock etc. required for house hold connection upto domestic storage tank. The 15 mm dia wheel valve shall confirm to BIS 778-1980 CL-1, all other G.I. fittings shall confirm to BIS specification

Total of Schedule B7 -Functional House Tap Connections

Total of Schedule B 8 - Operation & Maintenance for 2 Years

OPERATION AND MAINTENANCE OF SCHEME FOR 2 YEARS:- The Bidder shall carry out the operation and maintenance of the scheme right from source to tail ends of the scheme. The operation & maintenance shall be carried out as per the CPHEEO manual of water supply & treatment (Latest addition). All the structures & other components of the scheme should be kept neat and clean; he should report the any leakages, choking of lines and other damages of the scheme to the department immediately. He should maintain log books of running of pumping machinery and Register’s for conducting water samples and consumption of chemicals & flow meter readings etc. and submit the report to the department as per the direction of the Employer. For any breakdown of the scheme, he should repair/rectify the defects immediately and put the scheme functional immediately otherwise he shall be liable to penalise for Rupee 5000/- per day for delay in repair of the scheme. He should deploy sufficient skilled/un-skilled manpower on the scheme.Periodical white washing distempering & painting of all civil structures should be carried out. He is responsible to supply sufficient quantity and quality of water to the beneficiares. (Refer data Sheet No. 14 for further details.).

Operation & maintenance for Ist year

Operation & maintenance for 2nd year

Total of Schedule B8 - O & M for 2 Years

Unipro Techno Infrastructure Pvt Ltd

S.k.sharma contractor and engineer

punjab irrigation and farm solutions