Engineering, procurement, construction, testing, commissioning, trial run of various components for providing Functional Household connections (FHTC) to left out households by Providing multi village piped water supply scheme in Gagret Constituency

Amount

Schedule B1- Submersible and Centrifugal Pumping Machinery

Submersible Pumping Machinery :- Providing and installation of suitable raw water 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 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. (Ist stage). The cost of stepdown transformer alongwith all its accessories such as cables, panels etc. shall be part of the offer including standby arrangement, the rate shall be quoted with per set rate of pumping machinery. The HP are indicative. Since the re check and re-design of proposal/scheme is to be carried out by the lowest bidder, the design/drawings so approved by the competent authority after finalisation of design and drawings,any variation in HP and other accessories etc.The rate shall be worked out on prorata basis after approval of the competent authority and payment will be made accordingly. For detailed design parameters/ requirements are given (Refer Data sheet No. 1).

Tubwell Jawal Badmana to collection Tank , 2 sets (1 working & 1 standbye) Discharge, (Q) 2.06 LPS, Total Head ( H ) 50.85 Mts.

T/Well Dharmsala Mahantan to collection Tank, 2.sets (1 working & 1 standbye) Discharge, (Q) 2.50LPS and Total Head ( H ) 52.11 Mtrs.

T/Well at Lower Lohara to collection Tank, 2 sets (1 working & 1 standbye) Discharge, (Q) 2.29 LPS and Total Head ( H ) 72.23 Mtrs.

T/Well at Bijapur to collection Tank, 2 sets (1 working & 1 standbye) Discharge, (Q) 4.31 LPS and Total Head ( H ) 52.07 Mtrs.

T/Well Talwal to collection Tank, 2 sets (1 working & 1 standbye) Discharge, (Q) 2.20 LPS and Total Head ( H ) 51.48 Mtrs.

T/Well Behar Jaswan Kanshi to collection Tank, 2 sets (1 working & 1 standbye) Discharge, (Q) 3.99 LPS and Total Head ( H ) 53.34 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 11 KV HT, 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 (as per data sheet No. 13) including Pump sets (working + standby), 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 valve, 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. The cost of stepdown transformer alongwith all its accessories such as cables, panels etc. shall be part of the offer including standby arrangement, the rate shall be quoted with per set rate of pumping machinery. The HP are indicative.Since the re-check and re-design of proposal/scheme is to be carried out by the lowest bidder, the design/drawings so approved by the competent authority after finalisation of design and drawings,any variation in HP and other accessories etc.The rate shall be worked out on prorata basis after approval of the competent authority and payment will be made accordingly.(Refer Data sheet No. 2).

Discharge 2.06 LPS, Total Head 342.89 m - 20 HP ( 2 Nos. Set i/e 1 Nos. Working & 1 Stand By ) WSS Jowal Badmana

Discharge 2.50 LPS, Total Head 349.29 m - 25 HP ( 2 Nos. Set i/e 1 Nos. Working & 1 Stand By ) WSS Dharamsal Mahanta

Discharge 2.29 LPS, Total Head 437.71 Mtr - 25 HP ( 2 Nos. Set i/e 1 Nos. Working & 1 Stand By ) WSS Lower Lohara

Discharge 2.20 LPS, Total Head 66.22 Mtrs - 5 HP ( 2 Nos. Set i/e 1 Nos. Working & 1 Stand By ) WSS Talwal

Discharge 4.31 LPS, Total Head 119.07 Mtrs - 15 HP ( 2 Nos. Set i/e 1 Nos. Working & 1 Stand By ) WSS Bijapur katour kalan

Discharge 3.60 LPS, Total Head 338.51 Mtrs - 30 HP ( 2 Nos. Set i/e 1 Nos. Working & 1 Stand By ) WSS Behar Jaswan Kanshi for MBR-1

Discharge 3.90 LPS, Total Head 82.66 Mtrs - 7.50 HP ( 2 Nos. Set i/e 1 Nos. Working & 1 Stand By ) WSS Behar Jaswan Kanshi for MBR-2

Schedule B2- Solar Plant

Provision for solar teck stand dusk to down automatic operation with 1Kilo 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 WSS Jowal Badmana

Head works of WSS Dharamsal Mahanta

Head works of WSS Lower Lohara

Head works of WSS Talwal

Head works of WSS Bijapur katour kalan

Head works of WSS Behar Jaswan Kanshi

Schedule B3- Vacuum operated pressure feed Gaseous Chlorinatrs

Supply, delivery, installation, commissioning and testing of vacum operated, pressure feed gaseous chlorinator/Jasco/Capital for chlorinator of water by direct feeding to existing water main consisting of clorinator,Boostr pump, Water pipes, accessories, clorine gas cylinder, clorine analyzer, safety items covering clorine leak emergency kit and commisionin complete and all 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 (For WSS Dharamsala Mahantan & LWSS Behar Jaswan Kanshi) (Refer Data Sheet No,4)

Schedule B4- Providing Laying jointing and testing of Rising Mains

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 in trenches to be levelled to grade and testing of below mentioned dia Galvanized MSERW plain ended pipe conforming to IS/ISO 3183-2007 grade L-210 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 two layers 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 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. 5).

Rising Mains from Tubewells to Collection tanks

GMSERW Pipe 65 MM dia 4.8 mm thick for R/main from T/Well to collection tank of WSS Jowal Badmana from RD 0/0 to 50.

GMSERW Pipe 65 MM dia 4.8 mm thick for R/main from T/Well to collection tank of WSS Dharamsala Mahantan from RD 0/0 to 50.

GMSERW Pipe 65 MM dia 4.8 mm thick for R/main from T/Well to collection tank of WSS Lower Lohara from RD 0/0 to 50.

GMSERW Pipe 80 MM dia 4.8 mm thick for R/main from T/Well to collection tank of WSS Bijapur katour Kalan from RD 0/0 to 50.

GMSERW Pipe 65 MM dia 4.8 mm thick for R/main from T/Well to collection tank of WSS Talwal from RD 0/0 to 50.

GMSERW Pipe 80 MM dia 4.8 mm thick for R/main from T/Well to collection tank of WSS Behar Jaswan Kanshi from RD 0/0 to 50.

Rising Mains from Collection Tanks to MBRs

GMSERW Pipe 65 MM dia 4.8 mm thick for R/main from collection tank to MBR of WSS Jowal Badmana from RD 0/0 to 2520.

GMSERW Pipe 65 MM dia 4.8 mm thick for R/main from collection tank to MBR of WSS Dharamsala Mahantan from RD 0/0 to 6750

GMSERW Pipe 65 MM dia 4.8 mm thick for R/main from collection tank to MBR of WSS Lower Lohara from RD 0/0 to 10000

GMSERW Pipe 80 MM dia 4.8 mm thick for R/main from collection tank to MBR of WSS Bijapur katour Kala from RD 0/0 to 1020

GMSERW Pipe 80 MM dia 4.8 mm thick for R/main from collection tank to MBR of WSS Behar Jaswan Kanshi from RD 0/0 to 7600

Providing and Laying,Jointing and Testing in trenches Galvanized mild steel flanged pipe (Heavy/ Medium class) of below mentioned dia and grade conforming to IS 1239-2004 (with latest ammendments uptodate as per classification of pipe as specified below). 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 two layers 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 joints to be measured and paid for separately) (Refer Data Sheet No. 6).

GMS pipe (Heavy Grade ) 65 MM dia for from collection tank to MBR of WSS Jowal Badmana from RD 2520 to 3970

GMS pipe (Heavy Grade ) 65 MM dia for R/main from collection tank to MBR of WSS Dharamsala Mahantan from RD 6750 to 7540

GMS pipe (Heavy Grade ) 65 MM dia for R/main from collection tank to MBR of WSS Lower Lohara from RD 10000 to 12020

GMS pipe (Heavy Grade ) 80 MM dia R/main from collection tank to MBR of WSS Bijapur katour Kala from RD 1020 to 2800

GMS pipe (Heavy Grade ) 65 MM dia R/main from collection tank to MBR of WSS Talwal from RD 0/0 to 1600

GMS pipe (Heavy Grade ) 80 mm dia for R/main from collection tank to MBR of WSS Behar Jaswan Kanshi from RD 7600 to 12500.

GMS pipe (Heavy Grade ) 80 mm dia for R/main from collection tank to MBR-2 of WSS Behar Jaswan Kanshi from RD 0/0 to 800

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

Rising Mains from Collection tanks to MBRs

MS Flange Table- 28 of 65 MM dia to GMSERW pipe Rising Main from collection tank to MBR of WSS Jowal Badmana from RD 0/0 to 2520

MS Flange Table- 17 of 65 MM dia to GMS pipe Rising Main from collection tank to MBR of WSS Jowal Badmana from RD 2520 to 3970

MS Flange Table- 28 of 65 MM dia to GMSERW pipe Rising Main from collection tank to MBR of WSS Dharamsala Mahantan from RD 0/0 to 6750

MS Flange Table-17 of 65 mm dia t0 GMS pipe for R/main from collection tank to MBR of WSS Dharamsala Mahantan from RD 6750 to 7540

MS Flange Table- 28 of 65 MM dia to GMSERW pipe for R/main from collection tank to MBR of WSS Lower Lohara from RD 0/0 to 10000

MS Flange Table- 17 of 65 MM dia to GMS pipe for R/main from collection tank to MBR of WSS Lower Lohara from RD 10000 to 12050

MS Flange Table- 17 of 80 MM dia to GMSERW pipe for Rising Main from collection tank to MBR of WSS Bijapur katour Kalan from RD 0/0 to 1020

MS Flange Table- 17 of 80 MM dia to GMS pipe for Rising Main from collection tank to MBR of WSS Bijapur katour Kalan from RD 1020 to 2800

MS Flange Table- 5 of 65 MM dia to GMS pipe for R/main from collection tank to MBR of WSS Talwal from RD 0/0 to 1600

MS Flange Table- 28 of 80 MM dia to GMSERW pipe for Rising Main from collection tank to MBR-1 of WSS Behar Jaswan Kanshi from RD 0/0 to 7600

MS Flange Table- 17 of 80 MM dia to GMS pipe for Rising Main from collection tank to MBR-1 of WSS Behar Jaswan Kanshi from RD. 7600 to 12500

MS Flange Table- 17 of 80 MM dia to GMS pipe for Rising Main from collection tank to MBR-2 of WSS Behar Jaswan Kanshi from RD 0/0 to 800

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.

80 mm dia class ASA-300 with MS flange Table-17

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

65 mm dia class ASA-300 with MS flange Table-17

Providing and fixing of cast Iron Air valve of following dia of Leader/Kirloskar/BIR make. 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

25mm dia single ball type

Schedule B5 - Civil Works - C/O Pump House,Chalorination rooms,Main storage Tank & Sector storage 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 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.7).

Pump house Cum Chowkidar Quarter i/c toilet (6 Nos, 37.31 Sqm each = 223.86 Sqm)

Clorination room :- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority of clorination room for installation of Gases 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. 2Nos , 22.35 Sqm each (22.35 x2 = 44.70 Sqm). (Refer Data sheet No. 8).

Chalorination Room = 2Nos, 22.35 sqm each (22.35 x 2 = 44.70 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 (1:2:4) in roof slab/dome with provision of inspection path around the dome with all alied Civil Works such as c/o chamber for valves, refilling and disposing of surplus excavated earth with in all leads and lifts. The job also includes 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 - 20 KL -GL for LWSS Jawal Badmana (Refer Data sheet No. 9(A)).

C/O Collection Tank - 20 KL -GL for LWSS Dharamsala Mahantan (Refer Data sheet No. 9(A)).

C/O Collection Tank - 20 KL -GL for LWSS Lower Lohara (Refer Data sheet No. 9(A)).

C/O Collection Tank - 25 KL -GL for LWSS Bijapur Katour Kalan (Refer Data sheet No. 9A).

C/O Collection Tank - 20 KL -GL for LWSS Talwal (Refer Data sheet No. 9A).

C/O Collection Tank - 20 KL -GL for LWSS Behar Jaswan Kanshi (Refer Data sheet No. 9A).

C/O Sector storage Tank - 55 KL-GL for WSS Lower Lohara at Village Bhatolan Padher (Refer Data sheet No. 9D).

C/O Main Balanceing Reservoir -1 - 30 KL -GL for LWSS Behar Jaswan Kanshi at Suri Rupa (Refer Data sheet No. 9(C).

C/O Main Balanceing Reservoir-2 - 20 KL -GL for LWSS Behar Jaswan Kanshi at Majhar (Refer Data sheet No. 9(B)).

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- 10 KL-OHSR with 15 mtrs staging height for WSS Jawal Badmana at Village Banurian (Data sheet No. 10(A))

C/O MBR- 60 KL-OHSR with 15 mtrs staging height for WSS Dharamsala Mahantan in Village Dharamsala Mahantan (Data sheet No. 10(B)).

C/O MBR- 60 KL-OHSR with 15 mtrs staging height for WSS Lower Lohara at Village Mawa (Data sheet No. 10(C)).

C/O MBR- 10 KL-OHSR with 15 mtrs staging height for WSS Bijapur Katour Kalan at Village Bijapur (Data sheet No. 10(D)).

C/O MBR- 50 KL-OHSR with 15 mtrs staging height for WSS Talwal at Village Badoun (Data sheet No. 10(E)).

Schedule B6-Providing,Laying,Jointing,Testing of Gravity Mains

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/ dismentalled pipes in pick work/Jumper work

Providing Laying, jointing and testing in trenches galvanised mild steel tube of light/ Medium grade 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 to Data sheet No. 11)

65 mm dia GMS pipe (light)

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)

80 mm dia (Light grade)

40 mm dia (Light grade)

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

65mmdia

Schedule B7- Providing,Laying,Jointing,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 / dismentalled pipes in pick work/Jumper work

Providing Laying, jointing and testing in trenches galvanised mild steel tube of light/ Medium grade 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. 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)

Prividing Laying, jointing and testing in trenches galvanised mild steel tube of light/ Medium grade butt welded complete conforming to IS 1239-2004 (With upto date ammendments) including providing and fixing tube fitting. 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. ( Earth work in trenches to 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. 12)

100mm dia GMS pipe (Light grade)

125 mm dia GMS pipe (Medium)

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

MS Flange Table- 5 of 100 MM dia to GMS pipe for distribution system.

MS Flange Table- 5 of 125 MM dia to GMS pipe for distribution system.

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)

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.

25mm dia

32 mm dia

40mm 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 of Leader/Kartar BIR/Kirloskar make

50mmdia

65mmdia

80mm dia

100mm dia

125 mm 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 of Leader/Kirloskar make

25mm dia

Schedule B8 -Functional House Tap Connection 1658 Nos.

Functional House Tap Connection:- Providing and fixing function House Tap connection (FHTC) to 1658 Nos House Hold under the scheme for 1658 Nos hold (Refer data sheet No. 13.)

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 Laying, jointing and testing in trenches GMS pipe (light grade) conforming to ISI Specification including commissionig in respect of following diameter from service line upto individual house hold connection (Earth work in trenches, will be measured and paid for separately) in all leads and lifts as per the direction of the Engineer-in-charge. 15mm dia(Light Grade)

Providing fitting and accessories i. e. tee,union,nipple, elbow,wheel valve i.c ferrule, bib cock etc. required for house hold connection upto domestic storage tank . The dia wheel valve shall confirm to BIS 778-1980(l-I) all other G,I. fitting shall confirm to BIS Specifications.

SCHEDULE- B

OPERATION AND MAINTENANCE OF SCHEME FOR 5 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).

Operation & maintenance for Ist year

Operation & maintenance for 2nd year

Operation & maintenance for 3rd. year

Operation & maintenance for 4th year

Operation & maintenance for 5th year

M/s JAGDISH PRASAD AGARWAL

S.k.sharma contractor and engineer

Kashmirilal Constructions Pvt. Ltd.