Himachal Pradesh Agriculture Development Society Tender
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Himachal Pradesh Agriculture Development Society Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date17 Mar 2025
Closing Date28 Mar 2025
Tender AmountRefer Documents
Costs
EMD
₹ 48,200Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_HPCDP_102068_1Tender No
No. Agr. HMR. DPMU (G) (7) P-II 2023-24 Tender File-2317 Dt 15.03.2025Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://http://hpcdp.nic.in/
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Documents
BOQ Items
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75 mm;PN 6 class,PE-100
922
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90 mm;PN 6 class,PE-100
1888
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Providing & laying in trenches Half Slotted HDPE pipe of following dia (H/M) class conforming to IS 4984,PE-80 and jointing the pipes through push type compression joints by hydraullically operated machines upto 110 mm diameter & butt fusion (Heat fusion process) above 110 mm diamtere i.e necessary fittings,bends,tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest amendments & shall be provided as per site conditions.Flanging of the pipes shall be made as & where required confirming to code IS 8008 & IS 7634,stub ends will be welded on pipes & MS Flange shall be provided with slip on covered by epoxy coating/plastic powder.The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts.Jointing shall be complete in all respects to the entire satisfaction of Engineer-incharge including entire carriage of materials upto all leads and lifts.
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Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 75 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
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Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 90 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
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Providing & fixing Valve Box for hydrant Size 12" Box (Rectangular) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
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Providing and laying no fine concrete 1:4 based on cement concrete 1:2:4 with (min 20mm to 40 mm) nominal size complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4.14
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Providing and laying in position cement concrete 1:5:10 (1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) in foundation and plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.05
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Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in foundation & plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
9.33
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Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) in foundation & plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.08
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Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in :
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Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.54
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In walls (any thickness),in retaining walls,return walls, including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3.07
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Reinforcement cement concrete work in beams,suspended floors,roofs having slope upto 15 degree landings,balconies,shelves,chajjas,lintel,bands,plain window sills,staircases and spiral stair cases above plinth level up to floor five level,excluding the cost of centering,shuttering,finishing and reinforcement with 1:1.5:3 (1 cement:1.5 coarse sand:3graded stone aggregate 20 mm noninal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.1
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Gravel packing in tubewell construction in accordance with IS:4097,including providing gravel fine/medium/coarse in required grading & sizes as per actual requirement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
10.61
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Centering and shuttering including strutting, propping etc. and removal of form work for:
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Foundations, footings, bases for columns, mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
53.87
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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
74.28
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Lintel,beams,plinth beams,girders,bressumers and cantilevers complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
14.4
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Columns,Pillars,Piers,Abutments,Posts and strut complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
18.13
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Edges of slabs and break in floors and walls under 20 cm widecomplete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
12.8
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Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
699.16
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
218.2
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Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
5
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Finishing with epoxy paint (two or more coats) at all locations prepared on steel work and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
9.22
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Providing & Fixing CI Sluice Valve 80 mm dia @ 10.2 Kg/cmˆ2 (PN-1.0) Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 31.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.
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Providing and Fixing CI Non Return Valve 125 mm ø for rising main (PN-1.0) 10.2 Kg/cm² Leader / Kartar / Kirloskar make i/c MS Flange of Table-5 as per IS 6392-1971 WT of 70.00 Kg & Welding of MS Flanges in two layers on both faces and & i/c carriages in all respects within all leads & lifts.complete to the entire satisfaction of Engineer-in-Charge
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Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 of 80 mm dia, medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. including flushing , cleaning and hydraulic testing of pipe complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
30
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Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 of 125 mm dia, medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. including flushing , cleaning and hydraulic testing of pipe complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
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Providing circumferencial Butt welded joints by electrical arc welding to GMS tubes confirming to IS : 1239 : 2004 of 80 mm dia, welded in requisite numbers 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 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - Citojet / ESAB make conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
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Providing, welding and fixing of M.S. flanges conforming to table 5, 125 mm dia as per IS:6392-1971 (latest with upto date amendments) and welding of MS Flanges with G.I. Pipes/ MSERW pipes in two layers on both faces to make the joint leak proof (the cost of providing and laying of G.I.Pipes/MSERW Pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrode as per IS : 814-1991 and required number of nuts & bolts conforming to IS: 1364. The thickness of gasket not less than 3.00mm conforming to IS : 2712-1998. The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts.
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Providing & making Gabion structure with mechanically woven double twisted hexagonal shaped wire mesh gabion boxes as per IS: 16014:L2012,MORTH clause 2500 of required size,mesh type 10x12(D=100mm with tolerance of plus minus 2%) Zinic+PVC coated,mesh wire diameter 2.7/3.7mm mechanically edged/selvedged with partitions at every 1 m interval and shall have minimum 10 numbers of openings as per meter of mesh perpendicular to twist,tying with lacing wire of diameter 2.2/3.2 mm (ID/OD),supplied @3% by weight of Gabion boxes,filled with boulders with dimension of 200 ,as per drawing,all complete as per entire satisfaction of Engineer-in-Charge within all leads and lifts.
20
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Restoration Charges for road crossing as per HPPWD norms for kuchha road/shoulder
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Road Crossing- (OL-8 to OL-9,Tee-2 to OL-14,Ol-8 to OL-15,OL-16 to OL-17,OL-16 to OL-24)
30
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Supply of open well Submersible pumping set of KSB /BS/Johnstion/oswal/Crompton/Kirloskar/Calama or any other make approved by Jal Shakti Vibhag Hiamchal Pradesh to latest relevant BIS Code. The pump should be fitted with bronze impeller of suitable alloys as per IS 8034-1976 latest suitable for Clear water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP, RPM 2900 of reputed make conforming to BIS 9238-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The rate of pump set should include all items containing sr. no. 28.01 to 28.80, water level guards, erection clamps , cable clips and depth gauge etc. and suitable for operation on data given below complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge:-
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SITE CONDITIONS:-
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Location of site:-Gharyani
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The altitude of place in which the motor is intended to work in ordinary service.-636.30 mtrs
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Humidity:- Humid during rainy season
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Nature of atmosphere:-Normal
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Detail of quality of water:- Clear water
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Water free from sand or not:-Free from sand
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Water corrosive or not:-Not corrosive
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Turbidity:-Less than 50 ppm
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Any other information if required.
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OPERATING CONDITIONS
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Type of current:- AC. Three phase
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Operating frequency :-50 Hz.
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Rated voltage-400(+/-) 10% volts.
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System of earthing if any to be adopted-Double loop earthing
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Speed of revolution-To be quoted by tenderer .
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Direction of rotation- To be quoted by tendrer
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No. of working hours per day.-20 Hours
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The maximum temperature of cooling air and water in the place in which the pump set is intended to work in ordinary service :-20° to 42°C
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MOTOR
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Ref. to BIS code--BIS 9283-1979 with upto date amendments
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Type of enclosure of motor.-As per BIS-4691-19859 (Latest)
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Type of duty :-Continous
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Mechanical output in KW-Suitable for driving submersible pumps required for duties specified against pumps. To avoid overloading of motor a margin of about 15-20% may be kept in the rated output to prime Mover.
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Class of insulation -Class B
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Max. Permissible temp. Rise of motor reqd. if different from that given in 8 (viii) above.-To be specified by tenderer
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Particulars of test reqd. & where they are to be conducted.-As per terms and conditions
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Particulars as to whether voltage limiting device will be employed.-DOL/Oil immersed star delta starter to be installed between bus bar and motor.Shunt Capacitor is also proposed to be installed for improving the power factor at site.DOL upto 10Kw
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Type of motor-As per BIS 9283-1979 or latest
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Details of shaft extension required-
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Break way torque in terms of rated load torque and the corresponding break-way starting current which may be taken from the supply with the starting apparatus in circuit.-Break way torque to be given by the tenderer but the starting current should not exceed 2.5 times of the full load current.
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Nature of load and any information regarding the driven machine which has a bearing upon the torque reqd. during the accelerated period, the kinetic energy of the moving parts to be accelerated and No. of starts during a specified period.:To work the pump offered
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Where possible fault capacity of the system to which The motor is connected: - The motor should be able to withstand initial current of 2.5 times the rated current for two minutes without suffering damages or permanent deformations.
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PUMPS-
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Nos. of pumps required.-1 No.Set
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Spare parts required.-For two years normal maintainance as recommended by manufacturer
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Type of drive:-Electric induction motor.
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Optional fittings required
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Pump Operating conditions
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Capacity :-9.22 lps for one pump
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Total head in meters:-7.86 mtrs
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Static head :-4.90 mtrs
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Minimum depth of water (mtrs)
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Variation in water level (mtrs)
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Ground level to Max. water level (H.F.L) (mtrs)
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Ground level to delivery point (mtrs)
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Pressure in the suction tank. (mtrs)
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Pressure in the delivery tank (mtrs)
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Length of Rising Main-24.00 mtrs
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Dia of rising main :-125 mm
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Turbidity of water 50ppm
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Drive type (Electric Driven)
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Limits of total head in which the pump is required to operate (-)15% to (10%) of total head
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Suction/Delivery size of pump To be specified by the tenderer.
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Efficiency of pump at
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a) Duty head
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b) (+) 10% head.
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c) (-) 15% head. To be specified by the tenderer (manufacturers certificate to be appended)
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Material of construction to be specified by tenderer(manufacturers certificate to be appended)
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Supply of Air Break Star Delta of MEI/Kilburn make conforming to BIS 8544-1979 latest with upto date amendments for squirrel cage induction motor (make to be specified by the tenderers) mounted on panel board with magnetic type over load release and gas-pots,time legs,under voltage release & initial oil filing of suitable capacity. 1 No.
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Supply of MS. Angle iron steel sheet 16 SWG fabricated floor mounting closed (Almirah type) switch board comprising and capable of mounting the following accessories and with all internal electric connections, duly painted. The drawing of panel board shall be subject to approval of Engineer-in-Charge. 1 No.
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Providing & Fixing Ammeter AC supply, 100 mm square type auto electric of AE/ L&T Rishab make of suitable capacity for above motor with selector switches conforming to BIS-1248-1983 latest with upto date amendments. 1 No.
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Providing & Fixing Voltmeter AC supply, 100 mm square type auto electric AE/ L&T Rishab make of 0-500 Volts range for above motor with selector switches conforming to BIS-1248-1983 latest with upto date amendments.1 No.
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ICTP switches with HRC fuses of Havells/L&T/standard /cromption make for required motor of suitable capacity and conforming to BIS: 4064-1978 latest with upto date amendments:- 1 No.
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Bus bar chamber having 3 copper bars of suitable rating for full length of 3 phases and one bar of half the rating of full length for neutral conforming to BIS: 8084 –1976 and 11353-1985 read with 5578-1985 all latest with upto date amendmentsof suitable rating. 1 Set.
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MCB of suitable capacity of Havells/standard/MDS/Jyoti/Kilburn make to feed motors offered by the tenderer conforming to BIS: 2516-1985 latest with upto date amendments with neutral linked under voltage release. 1 No.
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3 phase indicator lamps complete with toggle switches for individual motors conforming ti BIS 3452 part I & II latest with up to date amendments of 15 watts. 1 Set.
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50 mm dial Hour run meter of CEE/NEE make of suitable range as per relevant BIS specifications. 1 No.
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Supply of floor/wall mounted power factor shunt capacitor conforming to BIS: 2834-1986 latest with upto date amendments Baja/L&T/Asian/cromption make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of suitable rating each including cable of siemens/Gloster/ICC make form bus bar chamber to capacitor and also including L&T/LK/Kilburn make ICTP switches conforming to BIS –4064-1978 or latest with HRC fuses (range to be specified by the tendrerer).1 No.
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Providing and Fixing CI Sluice Valve PN-1.0 10.2Kg/cm² Kirloskar/Leader make i/c double flanged Sluice Valve Having Size one dia. Higher than Pump & capable of withstanding nominal seat pressure of 10.20 Kg/cm2 as per IS Code 14846:2000. 1 No.
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Providing and laying suitable size copper PVC insulated armoured power 3.5 core cable conforming to BIS 1554 (part-I) –1988 of latest with upto date amendments siemen/IEC/ GICO/ Finolex/ closter/ICC make form meter of HPSEB- to MCB and form MCB to Bus bar switch and starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles, flexible pipe solder, nuts and bolts, cable glands, etc. laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer. 10 Rmt.
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Supply Side: Suitable Size
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Motor Side: Suitable Size
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Providing and Fixing Kirloskar/Leader make i/c double flanged (Swing Check Type) Reflux Valve Having Bypass Arrangement and Having Size one dia. Higher than Pump to delivery of Pump & capable of withstanding nominal seat pressure of 10.20 Kg/cm2 as per IS Code 5312-1984 (P-I) 1 No.
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Supply of PVC joint less flat water proof cable as per BIS: 694-1990 latest with upto date amendments suitable for the pump sets offered from MCB to motor including all other electrical equipment/accessories such as thimbles, flexible pipes solder, nuts and bolts, cable glands etc laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities & in case of non acceptance by HPSEB authorities it shall have to be replaced by tender. Submersible Cable :-Finolex/Havelles make:Suitable Size 50 Rmt.
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Providing and laying double loop earthing with G.I. wire & G.I plate complete with material such as charcoal, common salt, GI. Pipes, thimbles, nuts and bolts, digging of pits, GI. Wiring and aluminum strips of required capacity conforming to BIS: 3043-1987 latest with upto date amendments for above motors and other electrical equipment’s. 1 Job.
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Supply of standard make circular dial pressure gauge 0-16 kg/cm2 range of feibig make with all accessories such s stop cock, copper tubing etc, conforming to BIS: 3624-1987 latest with upto date amendments. 1 No.
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Providing and laying delivery pipe 65 mm dia. GMS Tubes (Medium Class) (IS:1239 - 2004) jointed with MS flanges of table-5 as per IS: 6392-1971 (upto a length of 20 mtrs ) including rappers, flanges, rubber gaskets, nuts and bolts and specials upto 5 mtrs away from the outer wall of pump houses as per layout drawings approved by Engineer-in-Charge.(From Pump to Common header) 1 Job.
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Installation charges on all equipment including cost of tees, 2 No. Flow meter, bends, tapers and any other fittings required as per site conditions and as per direction of Engineer-in-charge.1 Job.
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Providing & Fixing, Erection of electricity system in Pump House (One Fan, One C.F.L outside & Inside , One 5 Amp Socket Inner side & Outer Side of Pump House, One 16 Amp Socket inner Side of Pump house. 1 Job.
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Providing and fixing M-POWER MODULE, L&T make for mobile controller Vide Cat no.GSM 03010000 of reputed make confirming to standard with upto date with supply 160-500 v . AC- 50 hz .single phase /three Phase wire including cabling computed to delivery resultscomplete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
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Providing and fixing capacitor -15 kvr with mobile set including sims with message pack complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
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Providing Lift Irrigation Scheme Kharwar under HPCDP(Phase-II)-JICA-ODA at Village Kharwar,G.P Jassai,Tehsil Bhoranj & Distt. Hamirpur (H.P)
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil in ordinary rock as directed, for all kinds of soils within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
15.07
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
1943
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Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in foundation & plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
5.6
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Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in :
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Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.68
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In walls (any thickness),in retaining walls,return walls, including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.65
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Centering and shuttering including strutting, propping etc. and removal of form work for:
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Foundations, footings, bases for columns, mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
19.95
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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
56.67
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Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
235.64
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
118.07
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Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 63 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
8
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Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 75 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
10
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Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 90 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
10
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Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 110 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
5
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Providing & fixing Valve Box for hydrant Size 12" Box (Rectangular) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
33
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Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
5
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Finishing with epoxy paint (two or more coats) at all locations prepared on steel work and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
11.62
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Providing ,laying ,jointing and testing and testing in trenches to (level or grade)HDPE pipes of following dia (H/M) class conforming to IS 4984,PE-80 and jointing the pipes through push type compression joints by hydraullically operated machines upto 110 mm diameter & butt fusion (Heat fusion process) above 110 mm diamtere i.e necessary fittings,bends,tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest amendments & shall be provided as per site conditions.Flanging of the pipes shall be made as & where required confirming to code IS 8008 & IS 7634,stub ends will be welded on pipes & MS Flange shall be provided with slip on covered by epoxy coating/plastic powder.The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts.Jointing shall be complete in all respects to the entire satisfaction of Engineer-incharge including entire carriage of materials upto all leads and lifts.
-
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HDPE Pipes,Class PN-6.0 PE-100
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63 mm;PN 6 class,PE-100
425
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75 mm ;PN 6 class,PE-100
512
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90mm;PN 6 class,PE-100
687
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110 mm ;PN 6 class,PE-100
313
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Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 of 80 mm dia GI Pipe &medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. for restoration work in HDPE Pipes complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
6
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Providing & Fixing CI Sluice Valve 80 mm dia @ 10.2 Kg/cmˆ2 (PN-1.0) Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 31.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.
7
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Providing & Fixing CI Sluice Valve 100 mm dia @ 10.2 Kg/cmˆ2 (PN-1.0) Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 44.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.
3
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Providing GMS tube(IS:-1239-2004) of 25mm dia & medium class confriming to IS specification capable to withstand the requires hydraulic test pressure as per IS code in random length of 6.00 mtrs.(earthwork in trenches to be measured seprately) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge
0.5
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Restoration charges for road crossing as per HPPWD norms for Kachha Road/kachha Shoulders
-
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HDPE Distribution Pipe
-
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MDT To OL-1
6
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