Providing lift irrigation Scheme to Joginder Nagar Constituency area of Lad Bharol in Tehsil Lad Bharol District Mandi H.P Under PMKSY

Amount

Construction of 4 Nos. R.C.C. Framed Intake Structure open type at Zone 1,2,3 and 4. “as per relevant data sheet No. 1 and specification in Vol. II”

Excavation in foundations,trenches etc., in earth work in all classification of soil, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers, when consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads and lifts to the entire satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1 : 3 : 6 . ( 1 cement : 3 sand and : 6 grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Brick work using common burnt clay Ist class building bricks in supper structurs above plinth level upto floor two level in cement mortar 1:6 (1 cement :6 sand) including curing complete as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling upto all height and removal of the same for insitu-reinforced concrete and plain concrete work in :-

Foundation , footing , basis of column and the like and mass concrete as per direction and to the entire satisfaction of the Engineer-in -charge.

Beams, cantilever, girder and lintel sides and soffits of beams haunchings cantilevers girder, bressumers and lintel not exceeding one meter in depth in all heights from floor as per direction and to the entire satisfaction of Engineer-in-Charge upto all lead and lifts.

In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Providing and laying cement concrete 1 : 1½ : 3 mix. ( 1 cement : 1½ : sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work in :

Foundation footings bases of columns and the like; and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge.

Column piller posts and struts upto two level all floor level in all leads and lifts as per direction and to the entiresatisfaction of Engineer-in-charge.

Suspended floor roofs, landing, shelves and their supports balconies beams, girders, bressumers and cantilevers upto two level all floor level in all leads and lifts as per direction and to the entiresatisfaction of Engineer-in-charge.

Providing and laying cement concrete 1:2:4 (1 Cement : 2 Sand :4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for RCC work stair cases (except spiral cases) excluding landing,but preparing of the the surface & finishing of nosing upto floor two levelas directed with in all leads and lifts to the entire satisfaction of Engineer-in-Charge

Providing mild steel / Tor steel reinforcement for RCC work including bending & placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Providing 15 mm Cement plaster in single coat on the rough side of brick/ concrete/ stone walls for interior plastering upto floor two level including arrises, internal rorunded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth. Cement mortar (1:3) (1 cement: 3 sand) in all leads and lifts to the entire satisfaction of Engineer-in-Charge

Providing perpex sheet roofing fixed with galvanised iron j or l hooks,bolts & nuts 8 mm f with bitumen & gi limpet washers filled with white lead copmplete excluding the cost of purlins, rafters & trusses. ( 2 mm thick sheet) in all leads and lifts to the entire satisfaction of Engineer-in-Charge

Providing & fixing insulating board ceiling of approved quality with necessary nails etc. Complete in all leads and lifts to the entire satisfaction of Engineer-in-Charge

Providing and fixing Beam ISMB 450 for hoisting chain pully i/c chain pulley arrangement as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts

Steel work welded in build up section, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paintin grating, framed guard bars ladders, railing brackedts and similar works as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts

Providing and fixing 500 mm diameter CI manhole cover with frame of medium duty 116 kg weight as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts

Providing and fixing steel bar cage for fastening of pump with piers of 300 mm dia of mesh size 50 mm x 50 mm, 16 mm square steel bars as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts

Providing of chain hoist (Chain pully) of 5MT to 7.5 MT capacity conforming to IS-3832-1987 with grade-80 alloy steel lead chain testing to 25% over load with 3 mtrs chain lift operated with in and down batrope on panel with cord of reputed make like Indef/Deep, white horse/load mate as per specifications /ISI marked complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Provision for providing and installation of yard lights/ Flood lights around the intake works

Miscellaneous expenses for RS Joist and stairs or like items required during the execution as per site condition, mathematical model studies, Protection of civil & mechanical units from flood & silt etc

Cost of internal electrification in Intake control Room

Construction of 2 Nos Desilting tank hopper type, with Tube settler,Pre Settling Tank , Inlet Chamber, Raw water channel and clear water launder for Zone 1 and 2 :- “The desilting structure shall be RCC structure with tube settlers be constructed at head works in design mix M-30.The desilting tank should be capable of removal of silt particles which are to be ascertained by the contractor after getting the sieve analysis done. However department has evolved the design for calculation purposes by taking a average particles size of 0.01mm. "As per relevant data sheet No. 2 and specification in Vol. II”. Area of Each Desilting Tank= 875.75 Sqm

Construction of 1 Nos Desilting tank hopper type, with Tube settler,Pre Settling Tank , Inlet Chamber, Raw water channel and clear water launder for Zone 3 :- “The desilting structure shall be RCC structure with tube settlers be constructed at head works in design mix M-30.The desilting tank should be capable of removal of silt particles which are to be ascertained by the contractor after getting the sieve analysis done. However department has evolved the design for calculation purposes by taking a average particles size of 0.01mm. "As per relevant data sheet No. 2.1 and specification in Vol. II”. Area of Desilting Tank= 208.25 Sqm

Construction of 1 Nos Desilting tank hopper type, with Tube settler,Pre Settling Tank , Inlet Chamber, Raw water channel and clear water launder for Zone 4 :- “The desilting structure shall be RCC structure with tube settlers be constructed at head works in design mix M-30.The desilting tank should be capable of removal of silt particles which are to be ascertained by the contractor after getting the sieve analysis done. However department has evolved the design for calculation purposes by taking a average particles size of 0.01mm. "As per relevant data sheet No. 2.2 and specification in Vol. II”. Area of Desilting Tank= 589.75 Sqm

Construction of 2 No. Pump house cum attendent / Chowkidar room, Pannel Room, control Room at Head Work (Prain) :- Construction of pump houses RCC framed structure. The pump house shall be aesthetically designed ( to be approved by the competent authority). The work shall include all internal and external electrical wiring, water supply and sanitary fitting and other allied items. The clear height of walls shall be 5.50 mtrs. above floor level to roof level . The thickness of slab shall not be less than 100 mm. in all respect shall be included in plinth area rates. The outer doors & Windows shall be in double shutters of anodized Alluminium and anodized Alluminium grills for windows. Internal wiring shall be in PVC conduit.The various requirements for pump house are elaborated in chapter 1 and data sheet No.3 Rate for any increase or decrease in area in sqmt. To be paid proportionately. Location: Maman & Jamthala Plinth Area requirement :- 374.31 Sqmt each

Construction of 2 No. Pump house cum attendent / Chowkidar room, Pannel Room, control Room at Head Work (Prain) :- Construction of pump houses RCC framed structure. The pump house shall be aesthetically designed ( to be approved by the competent authority). The work shall include all internal and external electrical wiring, water supply and sanitary fitting and other allied items. The clear height of walls shall be 5.50 mtrs. above floor level to roof level . The thickness of slab shall not be less than 100 mm. in all respect shall be included in plinth area rates. The outer doors & Windows shall be in double shutters of anodized Alluminium and anodized Alluminium grills for windows. Internal wiring shall be in PVC conduit.The various requirements for pump house are elaborated in chapter 1 and data sheet No.3.1 Rate for any increase or decrease in area in sqmt. To be paid proportionately. Location: Chullah & Langna Plinth Area requirement :- 106.92 Sqmt each

Kisan Bhawan/KVS meeting Room:- Designing, constructing, testing and commissioning ( to be approved by the competent authority) of Kisan Viaks Samiti Meeting room. The work shall include all allied civil works , excavation in civil works of all kind of soils , construction of kitchen, septic tanks, toilets , all internal and external electrical wiring, fittings , water supply and sanitary fittings, interior and exterior painting with grade A paint of reputed make with priming coat and wall putty complete as directed in all leads and lifts to the entire satisfaction of Engineer in Charge. (Ref data sheet No. 4 for further details.)

C/O 5/7 mtr. Wide single lane road to Intake, Pump House, Kisan Bhawan etc . The width of patra for the road shall be 5.0 m whereas width of carriageway shall be 3.35 m Subsurface of the road to be laid with broken stone spalls and top surface of the road to be laid in CC 1:2:4 as per HPPWD specifications.. The various structures i.e. Breast wall, Retaining wall and cross drainage structures shall also be proposed along with design and got approved from the department prior to execution of work (Ref data sheet No. 5 for further details.)

Construction of RCC Collection Tank/ Sump well ,Main Delivery tanks and Zonal Level Tanks :- 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 and 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, M.S. 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 shall be included in the rates of tanks .complete in all respects to the entire satisfaction of the Engineer-in-charge. The contractor shall provide 6 sets of approved drawing and design to the department including cost of site development required as per site conditions. “as per data sheet No.6 to 6.8 and specifications in Vol-II”

RCC Collection Well at Intake 1 & Intake 2 , 2 No. = 4,00,000 ltrs capacity each

Main Delivery Tank- at Golwan , 1 No. = 3,00,000 ltrs capacity.

Main Delivery Tank- at Intake -4, Gwala & Chimnu , 3 No. = 2,00,000 ltrs capacity.

Main Delivery Tank- at Pihar Bedhlu & Gwala, 2 No. = 1,00,000 ltrs capacity.

Main Delivery Tank- at Chulla, Collection Tank at Intake-3, Sector Tank, 3 No. = 60,000 ltrs capacity.

Sector tank , 4 No. = 40,000 ltrs capacity each.

Sector tank , 9 No. = 30,000 ltrs capacity each.

Sector tank ,3 No. = 25,000 ltrs capacity each.

Sector tank ,34 No. = 20,000 ltrs capacity each.

PUMPING MACHINERY SUBMERSIBLE:- Providing and errection of 10 Nos. submersible Raw water Pumping sets of reputed make such as Kirloskar, BHEL, NGEF / GEC / Siemens / Clama / KSB /Jahonston make conforming to latest relevant BIS Code. The pump should be fitted with free flow impellers of bronge/ suitable alloys as per BIS 5659-1970 with latest amendments (if any) suitable for clear water with 5000 PPM turbidity having water lubricated bearing bush and stainless steel shaft with 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 suitable HP, RPM 2900 make conforming to BIS 9283-1979 latest with up to date amendments, totally dust and water proof for submersible duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated to with stand long 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 should include water level guards, erection clamps, cable clips and depth gauge with upto date amendments. It should include cost of bearing nuts bolts and painting etc. The pumping machinery shall be installed and anchored properly. 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,Transformers i/c standby provision of transformers including erection and testing complete involving all wear and tear at the time of erection and testing. The work should be completed to the entire satisfaction to 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) For detailed design parameters/ requirements are given in data sheet No.7 in Vol-II. Note:- Material of construction shall be as per manufacturer's standard practice.

Booster stage - Intake-1 ( Twin rising main 400mm dia), No. of working sets = 4 Nos. (Discharge of each working pump=68.77 LPS.), Total Head=43.99 Mtrs. Type of Pump sets-Submersible=2x2x75=300 HP.

Booster stage - Intake-2 ( single rising main 350mm dia), No. of working sets = 2 Nos. (Discharge of each working pump=118.80 LPS.), Total Head=11 Mtrs. Type of Pump sets-Submersible=2x35=70 HP.

Booster stage - Intake-3 ( single rising main 200mm dia), No. of working sets = 2 Nos. (Discharge of each working pump=17.75 LPS.), Total Head=121.0 Mtrs. Type of Pump sets-Submersible=2x60=120 HP.

Booster stage - Intake-4 ( single rising main 350mm dia), No. of working sets = 2 Nos. (Discharge of each working pump=60.56 LPS.), Total Head=14.30 Mtrs. Type of Pump sets-Submersible=2x25=50 HP.

PUMPING MACHINERY CENTRIFUGAL :- Providing horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement) single/double/multistage centrifugal pump of suitable make for operation, in parallel of recommended make such as Kirloskar,BHEL,NGEF/GEC/Siemens as per 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 of suitable dia 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 of standard make such as Kirloskar, BHEL,NGEF/ GEC/ Siemens slip ring Squirrel cage screen protected drip proof induction electric motor and suitable for operation as per data given below. 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. it should include cost of bearing nuts, bolts and painting etc and should meet the following requirement as per data sheet No.8. Note:- All approved makes of Jal Shakti Vibhag are acceptable and Material of construction shall be as per manufacture's standard practice.

Intake 1:- R/main-2no. ( 350 mm dia) - No. of working sets = 6 Nos. (Discharge of each working pump= 33.67 LPS), Total Head=425.59 Mtrs. Type of Pump sets-Centrifugal =6 x350=2100 HP.

Intake 1:- R/main-1no. ( 300 mm dia) - No. of working sets = 2 Nos. (Discharge of each working pump= 36.53 LPS), Total Head=170.03 Mtrs. Type of Pump sets-Centrifugal =2 x155=310 HP.

Intake 2:- R/main-1no. ( 300 mm dia) - No. of working sets = 4 Nos. (Discharge of each working pump= 19.66 LPS), Total Head=413.40 Mtrs. Type of Pump sets-Centrifugal =4 x200=800 HP.

Intake 2:- R/main-1no. ( 400 mm dia) - No. of working sets = 4 Nos. (Discharge of each working pump= 39.74 LPS), Total Head=408.44 Mtrs. Type of Pump sets-Centrifugal =4 x400=1600 HP.

Intake 3:- R/main-1no. ( 200 mm dia) - No. of working sets = 2 Nos. (Discharge of each working pump= 17.75 LPS), Total Head=38.58 Mtrs. Type of Pump sets-Centrifugal =2 x20=40 HP.

Intake 4:- R/main-1no. ( 350 mm dia) - No. of working sets = 4 Nos. (Discharge of each working pump= 30.28 LPS), Total Head=361.04 Mtrs. Type of Pump sets-Centrifugal =4 x270=1080 HP.

Rising Main:-Excavation in foundations,trenches etc., in earth work in all classification of soil, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers, when consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads and lifts to the entire satisfaction of Engineer-in-Charge. “As per relevant data sheet No. 9 and specification in Vol. II”

Providing, laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked MSERW pipes of various grade conforming to IS/ISO-3183-2012 of following grades latest with upto date amendments of following dia with upto date amendments having wall thickness and per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code in random lengths of 6 to 7 mtr. The pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable ends with upto date amendments (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site, tail pieces, tees, bends and other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts and as directed by Engineer-in-charge. The pipe shall haves zinc coating inside & out side conforming to IS/ISO-4736-1986 or latest with upto date amendments & shall be engraved with code IS/ISO-3183-2007 or its equivalent and the pipe shall be galvanized at the same factory premises of MS pipe manufacturer. The laying shall conform to BIS 5822-1970 or latest with upto date amendments with provision of scour pipe after every km by providing Tee & Sluice valve etc.complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge (Earth work ,flanged joints & butt welded joints shall be measured and paid for separately).

RM-1 Twin Booster Stage, (Intake-1 to Collection Tank) GMSERW pipe 400mm dia, wall thickness 4.80 mm and table 5 (Grade L290 or X42) from RD 0 to 250 =250 mtr x 2 nos.=500 Rmt.

RM-2 Twin (P/house Intake-1 to Golwan Main DT) GMSERW pipe 350mm dia, wall thickness 6.40 mm and table 34 (Grade L415 or X60) from RD 0 to 2100 =2100 mtr x 2 nos.=4200 Rmt.

RM-2 Twin (P/house Intake-1 to Golwan Main DT) GMSERW pipe 350mm dia, wall thickness 5.60 mm and table 28 (Grade L415 or X60) from RD 2100 to 2800 =700 mtr x 2 nos.=1400 Rmt.

RM-2 Twin (P/house Intake-1 to Golwan Main DT) GMSERW pipe 350mm dia, wall thickness 5.20 mm and table 28 (Grade L415 or X60) from RD 2800 to 3500 =700 mtr x 2 nos.=1400 Rmt.

RM-2 Twin (P/house Intake-1 to Golwan Main DT) GMSERW pipe 350mm dia, wall thickness 4.80 mm and table 5,11 & 28 (Grade L415 or X60) from RD 3500 to 6750 =3250 mtr x 2 nos.=6500 Rmt.

RM-3 (P/house Intake-1 to Pihar Bedhlu Main DT) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 17,28 (Grade L290 or X42) from RD 0 to 3450 =3450 mtr x 1 nos.=3450 Rmt.

RM-4 Twin Booster Stage, (Intake-2 to Collection Tank) GMSERW pipe 350mm dia, wall thickness 4.80 mm and table 5 (Grade L290 or X42) from RD 0 to 60 =60 mtr x 2 nos.=120 Rmt.

RM-5 (Intake-2 to Main DT Gwala) GMSERW pipe 300mm dia, wall thickness 5.60 mm and table 34 (Grade L415 or X60) from RD 0 to 500 =500 mtr x 1 nos.=500 Rmt.

RM-5 (Intake-2 to Main DT Gwala) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 17,28 (Grade L415 or X60) from RD 500 to 1560 =1060 mtr x 1 nos.=1060 Rmt.

RM-6 (Intake-2 to Main DT Gwala-1) GMSERW pipe 400mm dia, wall thickness 6.40 mm and table 34 (Grade L415 or X60) from RD 0 to 500 =500 mtr x 1 nos.=500 Rmt.

RM-6 (Intake-2 to Main DT Gwala-1) GMSERW pipe 400mm dia, wall thickness 5.20 mm and table 28 (Grade L415 or X60) from RD 500 to 1000 =500 mtr x 1 nos.=500 Rmt.

RM-6 (Intake-2 to Main DT Gwala-1) GMSERW pipe 400mm dia, wall thickness 4.80 mm and table 5,17 (Grade L415 or X60) from RD 1000 to 1550 =550 mtr x 1 nos.=550 Rmt.

RM-7 single Booster Stage, (Intake-3 to Collection Tank) GMSERW pipe 200mm dia, wall thickness 4.80 mm and table 5,17 (Grade L290 or X42) from RD 0 to 680 =680 mtr x 1 nos.=680 Rmt.

RM-8 (Intake-3 to Main DT Chulla) GMSERW pipe 200mm dia, wall thickness 4.80 mm and table 5 (Grade L290 or X42) from RD 0 to 500 =500 mtr x 1 nos.=500 Rmt.

RM-9 single Booster Stage, (Intake-4 to Collection Tank) GMSERW pipe 350mm dia, wall thickness 4.80 mm and table 5 (Grade L290 or X42) from RD 0 to 150 =150 mtr x 1 nos.=150 Rmt.

RM-10 (Intake-4 to Main DT Chimnu) GMSERW pipe 350mm dia, wall thickness 5.60 mm and table 28 (Grade L415 or X60) from RD 0 to 500 =500 mtr x 1 nos.=500 Rmt.

RM-10 (Intake-4 to Main DT Chimnu) GMSERW pipe 350mm dia, wall thickness 5.20 mm and table 28 (Grade L415 or X60) from RD 500 to 1000 =500 mtr x 1 nos.=500 Rmt.

RM-10 (Intake-4 to Main DT Chimnu) GMSERW pipe 350mm dia, wall thickness 4.80 mm and table 17,28 (Grade L415 or X60) from RD 1000 to 2350 =1350 mtr x 1 nos.=1350 Rmt.

Providing and welding M.S. flanges @ 1% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end ISO 3183:2007 pipe in two layers on both faces to make the joint leak proof (The cost of providing and laying of API pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.

RM-1 Twin Booster Stage, (Intake-1 to Collection Tank) GMSERW pipe 400mm dia, wall thickness 4.80 mm and table 5 (Grade L290 or X42) , 500 Rmt.

RM-2 Twin (P/house Intake-1 to Golwan Main DT) GMSERW pipe 350mm dia, wall thickness 6.40 mm and table 34 (Grade L415 or X60) ,4200 Rmt.

RM-2 Twin (P/house Intake-1 to Golwan Main DT) GMSERW pipe 350mm dia, wall thickness 5.60 mm and table 28 (Grade L415 or X60) ,7800 Rmt.

RM-2 Twin (P/house Intake-1 to Golwan Main DT) GMSERW pipe 350mm dia, wall thickness 4.80 mm and table 11 (Grade L415 or X60) ,1000 Rmt.

RM-3 (P/house Intake-1 to Pihar Bedhlu Main DT) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 28 (Grade L290 or X42) 500 Rmt.

RM-3 (P/house Intake-1 to Pihar Bedhlu Main DT) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 17 (Grade L290 or X42) 2950 Rmt.

RM-4 Twin Booster Stage, (Intake-2 to Collection Tank) GMSERW pipe 350mm dia, wall thickness 4.80 mm and table 5 (Grade L290 or X42) , 120 Rmt.

RM-5 (Intake-2 to Main DT Gwala) GMSERW pipe 300mm dia, wall thickness 5.60 mm and table 34 (Grade L415 or X60) , 500 Rmt.

RM-5 (Intake-2 to Main DT Gwala) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 28 (Grade L415 or X60) , 500 Rmt.

RM-5 (Intake-2 to Main DT Gwala) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 17 (Grade L415 or X60) , 560 Rmt.

RM-6 (Intake-2 to Main DT Gwala-1) GMSERW pipe 400mm dia, wall thickness 6.40 mm and table 34 (Grade L415 or X60), 500 Rmt.

RM-6 (Intake-2 to Main DT Gwala-1) GMSERW pipe 400mm dia, wall thickness 5.20 mm and table 28 (Grade L415 or X60), 500 Rmt.

RM-6 (Intake-2 to Main DT Gwala-1) GMSERW pipe 400mm dia, wall thickness 4.80 mm and table 17 (Grade L415 or X60) , 500 Rmt.

RM-7 single Booster Stage, (Intake-3 to Collection Tank) GMSERW pipe 200mm dia, wall thickness 4.80 mm and table 17 (Grade L290 or X42) , 650Rmt.

RM-7 single Booster Stage, (Intake-3 to Collection Tank) GMSERW pipe 200mm dia, wall thickness 4.80 mm and table 5 (Grade L290 or X42) 30 Rmt.

RM-8 (Intake-3 to Main DT Chulla) GMSERW pipe 200mm dia, wall thickness 4.80 mm and table 5 (Grade L290 or X42) , 500 Rmt.

RM-9 single Booster Stage, (Intake-4 to Collection Tank) GMSERW pipe 350mm dia, wall thickness 4.80 mm and table 5 (Grade L290 or X42) , 150 Rmt.

RM-10 (Intake-4 to Main DT Chimnu) GMSERW pipe 350mm dia, wall thickness 5.60 mm and table 28 (Grade L415 or X60) , 1500 Rmt.

RM-10 (Intake-4 to Main DT Chimnu) GMSERW pipe 350mm dia, wall thickness 4.80 mm and table 17 (Grade L415 or X60), 850 Rmt.

Providing circumferential butt welded joints by electrical arc welding to IS/ISO 3183:2007 pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, include Die pentration test,at site of work complete in all respects, including manual / mechanical handling of pipescomplete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

RM-1 Twin Booster Stage, (Intake-1 to Collection Tank) GMSERW pipe 400mm dia, wall thickness 4.80 mm and table 5 (Grade L290 or X42) from RD 0 to 250 =250 mtr x 2 nos.=500 Rmt.

RM-2 Twin (P/house Intake-1 to Golwan Main DT) GMSERW pipe 350mm dia, wall thickness 6.40 mm and table 34 (Grade L415 or X60) from RD 0 to 2100 =2100 mtr x 2 nos.=4200 Rmt.

RM-2 Twin (P/house Intake-1 to Golwan Main DT) GMSERW pipe 350mm dia, wall thickness 5.60 mm and table 28 (Grade L415 or X60) from RD 2100 to 2800 =700 mtr x 2 nos.=1400 Rmt.

RM-2 Twin (P/house Intake-1 to Golwan Main DT) GMSERW pipe 350mm dia, wall thickness 5.20 mm and table 28 (Grade L415 or X60) from RD 2800 to 3500 =700 mtr x 2 nos.=1400 Rmt.

RM-2 Twin (P/house Intake-1 to Golwan Main DT) GMSERW pipe 350mm dia, wall thickness 4.80 mm and table 5,11 & 28 (Grade L415 or X60) from RD 3500 to 6750 =3250 mtr x 2 nos.=6500 Rmt.

RM-3 (P/house Intake-1 to Pihar Bedhlu Main DT) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 17,28 (Grade L290 or X42) from RD 0 to 3450 =3450 mtr x 1 nos.=3450 Rmt.

RM-4 Twin Booster Stage, (Intake-2 to Collection Tank) GMSERW pipe 350mm dia, wall thickness 4.80 mm and table 5 (Grade L290 or X42) from RD 0 to 60 =60 mtr x 2 nos.=120 Rmt.

RM-5 (Intake-2 to Main DT Gwala) GMSERW pipe 300mm dia, wall thickness 5.60 mm and table 34 (Grade L415 or X60) from RD 0 to 500 =500 mtr x 1 nos.=500 Rmt.

RM-5 (Intake-2 to Main DT Gwala) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 17,28 (Grade L415 or X60) from RD 500 to 1560 =1060 mtr x 1 nos.=1060 Rmt.

RM-6 (Intake-2 to Main DT Gwala-1) GMSERW pipe 400mm dia, wall thickness 6.40 mm and table 34 (Grade L415 or X60) from RD 0 to 500 =500 mtr x 1 nos.=500 Rmt.

RM-6 (Intake-2 to Main DT Gwala-1) GMSERW pipe 400mm dia, wall thickness 5.20 mm and table 28 (Grade L415 or X60) from RD 500 to 1000 =500 mtr x 1 nos.=500 Rmt.

RM-6 (Intake-2 to Main DT Gwala-1) GMSERW pipe 400mm dia, wall thickness 4.80 mm and table 5,17 (Grade L415 or X60) from RD 1000 to 1550 =550 mtr x 1 nos.=550 Rmt.

RM-7 single Booster Stage, (Intake-3 to Collection Tank) GMSERW pipe 200mm dia, wall thickness 4.80 mm and table 5,17 (Grade L290 or X42) from RD 0 to 680 =680 mtr x 1 nos.=680 Rmt.

RM-8 (Intake-3 to Main DT Chulla) GMSERW pipe 200mm dia, wall thickness 4.80 mm and table 5 (Grade L290 or X42) from RD 0 to 500 =500 mtr x 1 nos.=500 Rmt.

RM-9 single Booster Stage, (Intake-4 to Collection Tank) GMSERW pipe 350mm dia, wall thickness 4.80 mm and table 5 (Grade L290 or X42) from RD 0 to 150 =150 mtr x 1 nos.=150 Rmt.

RM-10 (Intake-4 to Main DT Chimnu) GMSERW pipe 350mm dia, wall thickness 5.60 mm and table 28 (Grade L415 or X60) from RD 0 to 500 =500 mtr x 1 nos.=500 Rmt.

RM-10 (Intake-4 to Main DT Chimnu) GMSERW pipe 350mm dia, wall thickness 5.20 mm and table 28 (Grade L415 or X60) from RD 500 to 1000 =500 mtr x 1 nos.=500 Rmt.

RM-10 (Intake-4 to Main DT Chimnu) GMSERW pipe 350mm dia, wall thickness 4.80 mm and table 17,28 (Grade L415 or X60) from RD 1000 to 2350 =1350 mtr x 1 nos.=1350 Rmt.

Providing and fixing screwed type cast iron air valve of 80 mm dia (single ball type) of Leader make confirming to BS : 1452-90 with upto date amendments as per class PN-10.00 to withstand a seat pressure 11.22 Kg/ cm2 in rising main.

Thurst Block/Anchor Block for Rising Main :-Excavation in Foundation trenches in eartwork in all classification of soil, lift upto 1.5m stacking the excavated soil not more than 3m clear from the edges of the excavation and then returning the stacked soil in 15 cm layer when required into plinths sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge. “As per relevant data sheet No. 10 and specification in Vol. II”

Providing and laying cement concrete work 1:4:8 (1 cement: 4sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of from work in : Foundation & Plinth

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling upto all height and removal of the same for insitu-reinforced concrete and plain concrete work in :-

Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses, plinth & string courses & the like.

Providing and laying cement concrete work 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work & reinforced concrete work in : Foundations, footings bases of columns and the like and mass concrete.

Providing mild steel / Tor steel reinforcement for RCC work including bending & placing in position complete upto floor two level complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

Gravity Main Tank to Tank:- Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled/ mattelled surfaces to its original condition and including cost of diversion of 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 the direction of Engineer-in-charge “As per relevant data sheet No. 11 and specification in Vol. II” (Note:- The cost of restoration shall be for unmettled surface only and for mettled surfaces the same shall be got done by the respective department by paying to them directly by JSV as per the prevalent practice of the JSV.)

Providing,Laying, jointing and testing in trenches (to level or grade) of GI pipes of following dia & class conforming to BIS 1239-1990 (Part - I ) with latest upto date amendments of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4m-6m with plain ends and jointed with MS Flanges conforming to IS 6392-1971(Latest upto date amendments) and welding of flanges as per IS 816-1969 with electrodes as per IS 814-1991 including required number and size of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS 2712-1998. The welding of flanges to be done on both faces (two layers outter side & one inner side) to make the joints leak proof and to entire satisfaction of the Engineer-in-Charge.The laying of pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting,welding and jointing including flushing, cleaning and hydraulic testing complete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.. (Excavation in trench, butt welded joint and flanged joint shall be measured and paid for separately.)

100 mm dia in mm (IS 1239 GI (M)

125 mm dia in mm (IS 1239 GI (M)

150 mm dia in mm (IS 1239 GI (M)

Providing and welding M.S. flanges @ 1% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end IS 1239:1990 GI pipe in two layers on both faces to make the joint leak proof (The cost of providing and laying of GI pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.

100 mm dia in mm (IS 1239 GI (M)

125 mm dia in mm (IS 1239 GI (M)

150 mm dia in mm (IS 1239 GI (M)

Providing circumferential butt welded joints by electrical arc welding to IS/1239:1990 GI pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, include Die pentration test,at site of work complete in all respects, including manual / mechanical handling of pipescomplete in all respect with carriage in all leads & lifts and to the entire satisfaction of Engineer-in-Charge.

100 mm dia in mm (IS 1239 GI (M)

125 mm dia in mm (IS 1239 GI (M)

150 mm dia in mm (IS 1239 GI (M)

Providing and fixing double flanged Cast Iron Sluice Valve of following dia/class of Leader / Kirloskar / LP/RG/Kartar / Sachdeva and any other approved make conforming to BS:1868 / API-600 Class ASA-150 , various class including campanion sheet gasket 3mm thick with MS flanges as per IS 6392-1971 i/c welding of M.S. flanges in two layers on both faces to make the joint leak proof and capable of with standing of nominal seat pressure of required Kg/cm2 with upto date amendments i/c carriage in all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge.

100 mm dia in mm (IS 1239 GI (M)

125 mm dia in mm (IS 1239 GI (M)

150 mm dia in mm (IS 1239 GI (M)

HDPE Network Main Tank to Sector Tanks:- Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled/ mattelled surfaces to its original condition and including cost of diversion of 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 the direction of Engineer-in-charge.“As per relevant data sheet No. 12 and specification in Vol. II” (Note:- The cost of restoration shall be for unmettled surface only and for mettled surfaces the same shall be got done by the respective department by paying to them directly by JSV as per the prevalent practice of the JSV.)

Providing laying jointing and commissioning of HDPE (High Density Polyethlene pipe) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fitting & bend leads and lifts to the entire satisfaction of Engineer-in-charge (earth work in ternches to be mesured and paid separately)

140 mm dia, PN 4 Class , PE-80

160mm dia, PN 4 Class , PE-80

180 mm dia, PN 4 Class , PE-80

200 mm dia, PN 4 Class , PE-80

225 mm dia, PN 4 Class , PE-80

250 mm dia, PN 4 Class , PE-80

280 mm dia, PN 4 Class , PE-80

180 mm dia, PN 6 Class , PE-80

200 mm dia, PN 6 Class , PE-80

225 mm dia, PN 6 Class , PE-80

160 mm dia, PN 8 Class , PE-80

200 mm dia, PN 8 Class , PE-80

Providing & fixing Cast Iron double flanged type sluice valves of reputed & approved make like Kirloskar/Leader/LP/RG/Kartar / Sachdeva or any other approved make on distribution system of confirming to IS: 780-1984 with latest ammendments of appropriate class,diameter and capable to withstand the requisite nominal seat pressure 10 Kg/sqm i/c testing & upto entire satisfaction of engineer in charge with upto date amendments i/c carriage in all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge.

200 mm for each outlet at gravity main

HDPE Distribution Network:- Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled/ mattelled surfaces to its original condition and including cost of diversion of 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 the direction of Engineer-in-charge. “As per relevant data sheet No. 13 and specification in Vol. II” (Note:- The cost of restoration shall be for unmettled surface only and for mettled surfaces the same shall be got done by the respective department by paying to them directly by JSV as per the prevalent practice of the JSV.)

Providing laying jointing and commissioning of HDPE (High Density Polyethlene pipe) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fitting & bend leads and lifts to the entire satisfaction of Engineer-in-charge (earth work in ternches to be mesured and paid separately)

75 mm dia, PN 4 Class , PE-80

90 mm dia, PN 4 Class , PE-80

110 mm dia, PN 4 Class , PE-80

125 mm dia, PN 4 Class , PE-80

140 mm dia, PN 4 Class , PE-80

160 mm dia, PN 4 Class , PE-80

HDPE pipes with quick action coupler (2.0 to 2.5 kg/Sq cm) of 50 mm diameter of 6 m long

Tees & reducers with flanges of PN4.0 , PE 80 provided at each outlet of 65 mm diameter

Construction of Outlet Chamber 875 Nos. As per relevant data sheet No. 14 and specification in Vol. II”

Excavation in earth work & filling in 15 cm. layers in foundation & plinths including ramming watering Consolidating upto all leads and lifts in all kinds of soil disposed earth to be leveled and neatly dressed.as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:4:8 (1 cement: 4 sand: 8 graded stone aggregate 40 mm nominal size and curing complete excluding cost of form work in Foundation and Plinth as per direction and to the entire satisfaction of the Engineer-in-charge .

Providing and laying cement concrete by concrete mix using nominal concrete mix 'M-30 " with graded stone aggregate 20mm nominal size finishing and curing complete (excluding the cost of form work) for RCC work.as per direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts including carriage.

Providing and laying Precast slab in nominal cement concrete MIX of M30 not less than 1:1.5:3 and curing complete excluding cost of form work as per direction and to the entire satisfaction of the Engineer-in-charge .

Providing and Fixing 80mm dia Gl inlet pipe.

RCC pipe of 900mm Φ NP2.0

RCC pipe of 350mm Φ NP2.0

Providing mild/tor steel reinforcement for R.C.C work including bending,binding and placing in position complete upto floor two level in all leads & lifts including carriage and as per direction and to the entire satisfaction of the Engineer-in-charge .

Providing and Fixing 80 mm dia C.I control/sluice valve Kirloskar/Leader make as per direction and to the entire satisfaction of the Engineer-in-charge .

Steel work welded in built up sections,trusses & framed work including cutting, hoisting & fixing in position & applying a priming coatof red paint :- In grating, framed ,guards,bars, ladders,railing,brackets & similar works.work in all leads & lifts including carriage and as per direction and to the entire satisfaction of the Engineer-in-charge .

Locking arrangements & other accessories as per direction and to the entire satisfaction of the Engineer-in-charge .

Providing Micro-Irrigation (Portable-Sprinkler System):- Providing , Laying, jointing in position HDPE pipe of GRADE-PE 63 conforming to IS; 4984:1995 and suitable for the respective working pressure with all fittings and accessories e.g. Coupling, Tees, bends, reducers, screwed adapters, flanged tail pieces etc. As per relevant data sheet No. 15 and specification in Vol. II”

4.0 Kg/cm² (PE-63 Grade), 63mm

Providing and fixing of PP Ball valve of following diameter having flow indicator when lever is removed, security pivot to maintain lever in space, double water tight joint, direct injection stem non mechanical with a base which perrmits maximum penetration., 63 mm

Providing and fixing of a double acting Air Release valve 1" dia made of high strength aluminium/plastic with fibre glass reinforced. The Air release valve shall be capable of both releasing and admitting air from and into the line.

Providing QRC HDPE Bend with coupler 900(63mm/50mm) IS-14151 Part-II

Providing QRC HDPE Tee with coupler 63mmx63mmx63mm size. IS-14151 Part-II

Providing QRC HDPE Couple End Cap, (63mm) IS-14151 Part-II

Providing Sprinkler nozzle 12 Meters radius of throw range at a pressure of 1.76 kg/cm² for the discharge of 0.5 LPS

63 mm Sprinkler Attachment

Foot Batten Assembly

G.I. Riser pipe 20mm dia and 75cm long with socket

QRC HDPE Pump Connecting Couplers/Nipples 63mm IS-14151 Part-II

CROSS DRAINAGE / NALLAH CROSSING As per relevant data sheet No. 16 and specification in Vol. II”

Excavation in foundations,trenches etc., in earth work in all classification of soil, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers, when consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads and lifts to the entire satisfaction of Engineer-in-Charge.

Providing & Laying the Cement Concrete in 1 : 3 :6 ( ( one cement : 3 Sand :6 aggregates of 40 mm size) in foundation & Plinth with curing complete in all respect as dierected within all leads and lifts to the entire satisfaction of Engineer-in-Charge

Providing the form work of ordinary timber planking/steel plates so as to give rough finish including centering,shuttering,strutting & propping etc.

In Columns

In Beams

In Slab

Providing and laying Reinforced cement concrete in foundation & Pillars & Beam in 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size) finishing with Curing complete (excluding the cost of Form work) as dierected within all leads and lifts to the entire satisfaction of Engineer-in-Charge

Providing and laying Cement Concrete 1:2:4 (one cement : 2 sand : 4 stone aggregate 20 mm and down gauge complete in all respect as dierected within all leads and lifts to the entire satisfaction of Engineer-in-Charge

Providing mild steel reinforcement including bending binding and placing in position as dierected within all leads and lifts to the entire satisfaction of Engineer-in-Charge

Providing, Laying, jointing and testing to be levelled to grades and testing of 200 mm GMSERW beveled ends capable of withstanding req. test pressure in random length of 4-6 meters. The pipes confimiring to BIS 3183-2007 of grade with latest upto date ammendments having dia and minimum wall thickness as specified and jointed with ms flange .

Unipro Techno Infrastructure Pvt Ltd