Providing lift irrigation Scheme to Village Main Bharola, Tikkari, Dohag, Sainthal, Chauntra etc. in Tehsil Joginder Nagar District Mandi H.P Under PMKSY

Amount

Construction of Weir type Check Dam at Prain “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. Without Dewatering

Excavation in foundations,trenches etc., in earth work in all clasification 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. With Dewatering

Providing & laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth complete as directed with in all leads and lifts to the entire satisfaction of Engineer-in-Charge

Providing and laying cement concrete 1:4:8(1Cement : 4 Sand :8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work as directed with in all leads and lifts to the entire satisfaction of Engineer-in-Charge in foundation and plinth.

Providing and laying cement concrete 1:1.5:3 (1 Cement : 1.5 Sand :3 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work in foundation and flinth complete as directed with in all leads and lifts to the entire satisfaction of Engineer-in-Charge

Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30 x 30 x 5 mm so as to give a fair finish including centring,shuttering,struting and propping etc.with wooden battens & ballies,height of propping and centring below exceeding 4.00 mtr.and removal of the same for insitu-reinforced conc.& 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 in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement : 3 sand ) as directed with in all leads and lifts to the entire satisfaction of Engineer-in-Charge

Providing Tor steel reinforcement for RCC work i/c bending,binding & placing complete upto floor two level as directed with in all leads and lifts to the entire satisfaction of Engineer-in-Charge

Design,febrication and errection of desilting sluice gate and stop log of suitable size as directed with in all leads and lifts to the entire satisfaction of Engineer-in-Charge

Design involving Geological Investigation Planning, evolution of structural/ hydrolic design of sub structure and super strucure of gravity type dam with suitable provision for spill way, energy dissipaterrs if needed, wing walls, disilting sluice gate and any other necessary appurtenance contigent there to prepration of detail working drawings complete in repect with in all leads and lifts to the entire satisfaction of Engineer-in-Charge

Construction of Head Weir at Bajgar Khad “as per relevant data sheet No. 2 and specification in Vol. II”

Excavation in foundations,trenches etc., in earth work in all kinds 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 cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth complete as directed with in all leads and lifts to the entire satisfaction of Engineer-in-Charge

Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30 x 30 x 5 mm so as to give a fair finish including centring,shuttering,struting and propping etc.with wooden battens & ballies,height of propping and centring below exceeding 4.00 mtr.and removal of the same for insitu-reinforced conc.& 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 in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement : 3 sand ) as directed with in all leads and lifts to the entire satisfaction of Engineer-in-Charge

Providing and laying cement concrete 1:2:4 (1 Cement : 2 Sand :4 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth complete as directed with in all leads and lifts to the entire satisfaction of Engineer-in-Charge

Providing Tor steel reinforcement for RCC work i/c bending,binding & placing complete upto floor two level as directed with in all leads and lifts to the entire satisfaction of Engineer-in-Charge

Construction of R.C.C. Framed Intake Structure open type. “as per relevant data sheet No. 3 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.

Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of 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.

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 wood work in frames of doors, windows and other frames wrought framed and fixed in position with second class deodar wood in all leads and lifts to the entire satisfaction of Engineer-in-Charge

Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clear story 40mm thick windows including bright finished black enameled iron with necessary screws with second class deodar wood 40mm thick in all leads and lifts to the entire satisfaction of Engineer-in-Charge

Providing 40mm x3 mm flat iron hold fast 40 cm long including fixing to frame with 10mm dia meters bolts and nuts and wooden plug and embeding in cement concrete block 30x10x15cm (1:3:6) (1 Cement :3 Sand :6 graded stone aggregate 20mm nominal size) as per direction and to the entire satisfaction of Engineer -in-Charge.

Providing & fixing M.S Grills of required pattern in wooden frames of windows etc. with M.S. flats,. Square or rounded Plain grill, detail of cost for grill 90x120cm= 1.08 sqm bars with round headed bolts and nuts or by screws as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing and fixing aluminium handles 125mm anodized transparent or dyed to required shade with necessary screws as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lift.

Providing and fixing aluminium Tower bolts (barrel type) anodized ,transparent or dyed to required colour and shade with screws etx. 200x10mm as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts.

Providing and fixing anodyzed aluminium sliding door bolt anodized colour and shade with bolt and nuts screws etc. Complete in all respect 300x16mm as per direction and to the entire satisfaction of Engineer-in-charge upto all lead all lifts.

6mm Cement plaster to ceiling in cement mortar 1:3 (1 Cement :3 sand)including curing complete as per direction and to the entire satisfaction of Engineer -in-Charge upto all lead and lift.

20mm thick cement plaster in single coat on fair side of brick /stone /concrete walls for interior plastering upto floor two level I/c arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar1:6 (1 cement :6 sand)including curing complete as per direction and to the entire satisfaction fo Engineer-in-charge upto all lead and lifts.

Cement concrete flooring 1:2:4 ( 1 cement: 2 sand : 4 graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating coat of neat cement. (40 mm thick )

Applying priming coat over new steel & other metal surface after and I /c preparing the surface by thoroughly cleaning oil grease, dirt and other foreign matter and scoured with wire brushes fine steel wool scrapers and sand paper complete with ready mixed priming paint brushing red lead, red oxide/ zinc oxide as per direction and to the entire satisfaciton of Engineer-in-charge upto all lead an lift.

Painting two coats (excluding priming coat) on new steel andother metal surfaces either enamel paint brushing to give an even shade including cleaning the surface of all dirt, dust and other foregin matters : Enamel paint other than white complete as per direction and to the entire satisfaction of Engineer-in-Charge.

White washing with lime on undecorated wall surface two coats to give an even shade including throughly brooming the surface to remove all dirt, dust, mortar dust and other foreign matter as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts.

Providing MS square hollow pipe (25mm x25mm) Railing along cantilever slab around the Dome 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 of chain hoist (Chain pully) of 5MT 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.

Construction of Desilting tank hopper type, with Tube settler, Inlet Chamber, Raw water channel , sludge chamber and clear water launder :- “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. 4 and specification in Vol. II”.

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.5 Rate for any increase or decrease in area in sqmt. To be paid proportionately. Location: Head Work- (Prain). Plinth Area requirement :- 420.28 Sqmt i.c. constructing of boundary wall & paver in open courtyard.

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. 6 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. 6 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.8 to 8.7 and specifications in Vol-II”

RCC Sump Well at Head Work (Prain) and Main Delivery Tank at Zone-1, 2 No. = 4,00,000 ltrs capacity each

Main Delivery Tank- at Zone-3 , 1 No. = 2,00,000 ltrs capacity.

Main Delivery Tank & Sector tank at Zone-6 , 2 No. = 1,60,000 ltrs capacity each.

Main Delivery Tank and Sector Tanks at Zone 4 , 3 No. = 1,50,000 ltrs capacity each

Main Delivery Tank and Sector Tanks at Zone 2 & 5 , 4 No. = 1,00,000 ltrs capacity each

Sector Tank, 3 no. =60,000 ltrs capacity each

Sector Tank, 4 no. =50,000 ltrs capacity each

Sector Tank, 1 no. =30,000 ltrs capacity

PUMPING MACHINERY SUBMERSIBLE:- Providing and errection of 6 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.9 in Vol-II. including complete automation. SITE CONDITIONS : Location of Site About 7 Km from Joginder Nagar Note:- Material of construction shall be as per manufacture’s standard practice.

Booster stage - No. of working sets = 6 Nos. (Discharge of each working pump=86.25 LPS.), Total Head=27.04 Mtrs. Type of Pump sets-Submersible=2x3x60=360 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.10. SITE CONDITIONS : Location of Site About 7 Km from Joginder Nagar

Zone 1:- R/main-1no. ( 400mm dia) - No. of working sets = 5 Nos. (Discharge of each working pump= 35.39 LPS), Total Head=531.56 Mtrs. Type of Pump sets-Centrifugal =5 x460=2300 HP.

Zone No.2:- R/main-1 No. (200 mm) - No. of working sets = 2 Nos. (Discharge of each working pump= 20.23 LPS), Total Head=538.96 Mtrs. Type of Pump sets-Centrifugal =2 x270=540 HP.

Zone No.3:- R/main-1 No. (300 mm) - No. of working sets = 2 Nos. (Discharge of each working pump= 40.67 LPS), Total Head=162.90 Mtrs. Type of Pump sets-Centrifugal =2 x170=340 HP.

Zone No.4:- R/main-1 No. (250 mm) - No. of working sets = 2 Nos. (Discharge of each working pump= 29.69 LPS), Total Head=50.70 Mtrs. Type of Pump sets-Centrifugal =2 x40=80 HP.

Zone No.5:- R/main-1 No. (300 mm) - No. of working sets = 2 Nos. (Discharge of each working pump= 48.07 LPS), Total Head=301.06 Mtrs. Type of Pump sets-Centrifugal =2 x360=720 HP.

Zone No.6:- R/main-1 No. (300 mm) - No. of working sets = 2 Nos. (Discharge of each working pump= 34.40 LPS), Total Head=227.48 Mtrs. Type of Pump sets-Centrifugal =2 x190=380 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. 11 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 L485 or X70 or its equivalent specifications 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 Booster Stage, (Intake to Sump Well) GMSERW pipe 450mm dia, wall thickness 4.80 mm and table 5 (Grade L290 or X42) from RD 0 to 290 =290 mtr x 3 nos.=870 Rmt.

RM-2 (P/house to Zone-1 Main DT) GMSERW pipe 400mm dia, wall thickness 7.10 mm and table 34 (Grade L485 or X70) from RD 0 to 2500 =2500 mtr x 1 nos.=2500 Rmt.

RM-2 (P/house to Zone-1 Main DT) GMSERW pipe 400mm dia, wall thickness 6.40 mm and table 28 (Grade L485 or X70) from RD 2500 to 4000 =1500 mtr x 1 nos.=1500 Rmt.

RM-2 (P/house to Zone-1 Main DT) GMSERW pipe 400mm dia, wall thickness 5.60 mm and table 28 (Grade L485 or X70) from RD 4000 to 4500 =500 mtr x 1 nos.=500 Rmt.

RM-2 (P/house to Zone-1 Main DT) GMSERW pipe 400mm dia, wall thickness 5.20 mm and table 28 (Grade L485 or X70) from RD 4500 to 5000 =500 mtr x 1 nos.=500 Rmt.

RM-2 (P/house to Zone-1 Main DT) GMSERW pipe 400mm dia, wall thickness 4.80 mm and table 5 to 28 (Grade L485 or X70) from RD 5000 to 8070 =3070 mtr x 1 nos.=3070 Rmt.

RM-3 (P/house to Zone-2 Main DT) GMSERW pipe 200mm dia, wall thickness 5.60 mm and table 34 (Grade L415 or X60) from RD 0 to 1000 =1000 mtr x 1 nos.=1000 Rmt.

RM-3 (P/house to Zone-2 Main DT) GMSERW pipe 200mm dia, wall thickness 5.20 mm and table 34 (Grade L415 or X60) from RD 1000 to 3000 =2000 mtr x 1 nos.=2000 Rmt.

RM-3 (P/house to Zone-2 Main DT) GMSERW pipe 200mm dia, wall thickness 4.80 mm and table 28 & 34 (Grade L415 or X60) from RD 3000 to 4720 =1720 mtr x 1 nos.=1720 Rmt.

RM-4 (P/house to Zone-3 Main DT) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 5 to 23 (Grade L290 or X42) from RD 0 to 3216 =3216 mtr x 1 nos.=3216 Rmt.

RM-5 (P/house to Zone-4 Main DT) GMSERW pipe 250mm dia, wall thickness 4.80 mm and table 5 (Grade L210 or A) from RD 0 to 2340 =2340 mtr x 1 nos.=2340 Rmt.

RM-6 (P/house to Zone-5 Main DT) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 17 & 28 (Grade L360 or X52) from RD 0 to 2650 =2650 mtr x 1 nos.=2650 Rmt.

RM-7 (P/house to Zone-6 Main DT) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 17 & 23 (Grade L290 or X42) from RD 0 to 3610 =3610 mtr x 1 nos.=3610 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 Booster Stage, (Intake to Sump Well) GMSERW pipe 450mm dia, wall thickness 4.80 mm and table 5 (Grade L290 or X42) from RD 0 to 290 =290 mtr x 3 nos.=870 Rmt.

RM-2 (P/house to Zone-1 Main DT) GMSERW pipe 400mm dia, wall thickness 7.10 & 6.40 mm and table 34 (Grade L485 or X70) from RD 0 to 4000

RM-2 (P/house to Zone-1 Main DT) GMSERW pipe 400mm dia, wall thickness 5.6 ,5.2 & and table 28 (Grade L485 or X70) from RD 4000 to 5000

RM-2 (P/house to Zone-1 Main DT) GMSERW pipe 400mm dia, wall thickness 4.80 mm and table 28 (Grade L485 or X70) from RD 5000 to 6500

RM-2 (P/house to Zone-1 Main DT) GMSERW pipe 400mm dia, wall thickness 4.80 mm and table 23 (Grade L485 or X70) from RD 6500 to 7000

RM-2 (P/house to Zone-1 Main DT) GMSERW pipe 400mm dia, wall thickness 4.80 mm and table 17 (Grade L485 or X70) from RD 7000 to 7500

RM-2 (P/house to Zone-1 Main DT) GMSERW pipe 400mm dia, wall thickness 4.80 mm and table 11 (Grade L485 or X70) from RD 7500 to 8000

RM-2 (P/house to Zone-1 Main DT) GMSERW pipe 400mm dia, wall thickness 4.80 mm and table 5 (Grade L485 or X70) from RD 8000 to 8070

RM-3 (P/house to Zone-2 Main DT) GMSERW pipe 200mm dia, wall thickness 5.60, 5.20 & 5.40 mm and table 34 (Grade L415 or X60) from RD 0 to 4500

RM-3 (P/house to Zone-2 Main DT) GMSERW pipe 200mm dia, wall thickness 4.80 mm and table 28 (Grade L415 or X60) from RD 4500 to 4720

RM-4 (P/house to Zone-3 Main DT) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 23 (Grade L290 or X42) from RD 0 to 500

RM-4 (P/house to Zone-3 Main DT) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 17 (Grade L290 or X42) from RD 500 to 1500

RM-4 (P/house to Zone-3 Main DT) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 11 (Grade L290 or X42) from RD 1500 to 2500

RM-4 (P/house to Zone-3 Main DT) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 5 (Grade L290 or X42) from RD 2500 to 3216

RM-5 (P/house to Zone-4 Main DT) GMSERW pipe 250mm dia, wall thickness 4.80 mm and table 5 (Grade L210 or A) from RD 0 to 2340 =2340 mtr

RM-6 (P/house to Zone-5 Main DT) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 28 (Grade L360 or X52) from RD 0 to 2000

RM-6 (P/house to Zone-5 Main DT) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 17 (Grade L360 or X52) from RD 2000 to 2650

RM-7 (P/house to Zone-6 Main DT) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 23 (Grade L290 or X42) from RD 0 to 2000

RM-7 (P/house to Zone-6 Main DT) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 17 (Grade L290 or X42) from RD 2000 to 3610

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 Booster Stage, (Intake to Sump Well) GMSERW pipe 450mm dia, wall thickness 4.80 mm and table 5 (Grade L290 or X42) from RD 0 to 290 =290 mtr x 3 nos.=870 Rmt.

RM-2 (P/house to Zone-1 Main DT) GMSERW pipe 400mm dia, wall thickness 7.10 mm and table 34 (Grade L485 or X70) from RD 0 to 2500 =2500 mtr x 1 nos.=2500 Rmt.

RM-2 (P/house to Zone-1 Main DT) GMSERW pipe 400mm dia, wall thickness 6.40 mm and table 28 (Grade L485 or X70) from RD 2500 to 4000 =1500 mtr x 1 nos.=1500 Rmt.

RM-2 (P/house to Zone-1 Main DT) GMSERW pipe 400mm dia, wall thickness 5.60 mm and table 28 (Grade L485 or X70) from RD 4000 to 4500 =500 mtr x 1 nos.=500 Rmt.

RM-2 (P/house to Zone-1 Main DT) GMSERW pipe 400mm dia, wall thickness 5.20 mm and table 28 (Grade L485 or X70) from RD 4500 to 5000 =500 mtr x 1 nos.=500 Rmt.

RM-2 (P/house to Zone-1 Main DT) GMSERW pipe 400mm dia, wall thickness 4.80 mm and table 5 to 28 (Grade L485 or X70) from RD 5000 to 8070 =3070 mtr x 1 nos.=3070 Rmt.

RM-3 (P/house to Zone-2 Main DT) GMSERW pipe 200mm dia, wall thickness 5.60 mm and table 34 (Grade L415 or X60) from RD 0 to 1000 =1000 mtr x 1 nos.=1000 Rmt.

RM-3 (P/house to Zone-2 Main DT) GMSERW pipe 200mm dia, wall thickness 5.20 mm and table 34 (Grade L415 or X60) from RD 1000 to 3000 =2000 mtr x 1 nos.=2000 Rmt.

RM-3 (P/house to Zone-2 Main DT) GMSERW pipe 200mm dia, wall thickness 4.80 mm and table 28 & 34 (Grade L415 or X60) from RD 3000 to 4720 =1720 mtr x 1 nos.=1720 Rmt.

RM-4 (P/house to Zone-3 Main DT) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 5 to 23 (Grade L290 or X42) from RD 0 to 3216 =3216 mtr x 1 nos.=3216 Rmt.

RM-5 (P/house to Zone-4 Main DT) GMSERW pipe 250mm dia, wall thickness 4.80 mm and table 5 (Grade L210 or A) from RD 0 to 2340 =2340 mtr x 1 nos.=2340 Rmt.

RM-6 (P/house to Zone-5 Main DT) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 17 & 28 (Grade L360 or X52) from RD 0 to 2650 =2650 mtr x 1 nos.=2650 Rmt.

RM-7 (P/house to Zone-6 Main DT) GMSERW pipe 300mm dia, wall thickness 4.80 mm and table 17 & 23 (Grade L290 or X42) from RD 0 to 3610 =3610 mtr x 1 nos.=3610 Rmt.

Providing and fixing double flanged Cast Steel Reflux Valve of following dia/class of Leader / LP / RG/ Sachdeva/ Kartar /Kirloskar and any other approved make conforming to BS:1868 / API-600 Class ASA-300 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.

400mm dia Flange Table-28

350mm dia Flange Table-28

300mm dia Flange Table-28

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 earth work 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. 12 and specification in Vol. II”

Providing and laying cement concrete work 1:3:6 (1 cement: 3sand: 6 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. 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 , testing and commissioning at site in trenches bevelled ended BIS marked GMSERW pipes of various grade conforming to IS / ISO -3183-2007 L210 or A or its equivalent specifications latest with upto dated amendments of following dia with up to date amendments having wall thickness and per Rmt weight as mentioned below and capable of with standing 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 1816-1969 or latest as applicable ends with up to 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 and of approved specifications as per site conditions and cutting of pipes wherever required as per site requirement including carriage and all leads and lifts and as directed by Engineer-in-Charge. The pipe shall have zinc coating inside & outside conforming to IS / ISO - 4736-1986 or latest with upto date amendments & shall be engraved with code IS/ISO-3183-2007 or its equivalent. 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 and sluice valve etc. complete to the entire satisfaction of Engineer-in-Charge (Earth work and butt welded joints shall be measured and paid for separately)

GMSERW pipe 300mm dia, wall thickness 4.80 mm (Grade L210 or A)

GMSERW pipe 200mm dia, wall thickness 4.80 mm (Grade L210 or A)

GMSERW pipe 150mm dia, wall thickness 4.80 mm (Grade L210 or A)

GMSERW pipe 100mm dia, wall thickness 4.80 mm (Grade L210 or A)

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.

GMSERW pipe 300mm dia, wall thickness 4.80 mm (Grade L210 or A)

GMSERW pipe 200mm dia, wall thickness 4.80 mm (Grade L210 or A)

GMSERW pipe 150mm dia, wall thickness 4.80 mm (Grade L210 or A)

GMSERW pipe 100mm dia, wall thickness 4.80 mm (Grade L210 or A)

Providing and fixing double flanged Cast Steel Sluice Valve of following dia/class of Leader / LP/ RG/ Sachdeva/ Kartar/Kirloskar 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.

300mm dia Flange Table-17

200mm dia Flange Table-17

150mm dia Flange Table-17

Providing and fixing double flanged Cast Iron isolating type double orifice with double rubber valve 200mm dia of following dia of Kirloskar / Leader make conforming to IS:5312 with up to date amendment as perBIS 14845 with upto date ammendments in rising main as per direction and to the satisfaction of Engineer-in-Charge

80mm dia Flange Table-17

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. 14 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)

140mm dia HDPE pipe PN-4, PE-80

125mm dia HDPE pipe PN-4, PE-80

110mm dia HDPE pipe PN-4, PE-80

90mm dia HDPE pipe PN-4, PE-80

75mm dia HDPE pipe PN-4, PE-80

Construction of Outlet Chamber 1580 Nos. As per relevant data sheet No. 15 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-20 " 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 M25 and curing complete excluding cost of form work as per direction and to the entire satisfaction of the Engineer-in-charge .

Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish including centring, shuttering, strutting & propping etc. with wooden battens & ballies,height of propping & centring below supporting floor to ceiling should be upto all heights & removal of the same for in situ-reinforced concrete & plain concrete work in all leads & lifts including carriage and as per direction and to the entire satisfaction of the Engineer-in-charge.

Vertical surfaces such as wall (any thickness.) partitions & the like including attached pillasters, buttresses,plinth & string courses & the like.

Boulders filling at bottom of 350 Φ Hydrant Chamber

Fittings and accessories

75Φ PN4.0/5.0/6.0/8.0 HDPE pipes

75Φ PN6 HDPE pipe end

75Φ PN6 HDPE 90⁰ bends

75Φ PN6 HDPE QC pump connector

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 & fixing in position RCC pipe of following dia., class & length for outlets

RCC pipe of 900mm Φ NP2.0

RCC pipe of 350mm Φ NP2.0

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 coat of 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. 16 and specification in Vol. II”

75 mm x 6.0 kg/cm² (PE-80 Grade)

QC ML Joint Bend 75 MM 90⁰ 6 kg

QC ML Joint End Plug 75 mm Male 6 kg

QC ML Joint Tee 75 mm 6 kg

MS Service Saddle 75 mm x 3/4"

G.I. Riser Pipe 20mm x 1 Mtr.

SPR J1-2 Metal Noz 5.1 x 3.1 mm Male

Female Thr Coupler 25 mm (3/4)

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