Himachal Pradesh Agriculture Development Society Tender
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Himachal Pradesh Agriculture Development Society Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date25 Aug 2023
Closing Date5 Sep 2023
Tender AmountRefer Documents
Costs
EMD
₹ 37,360Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HPCDP_77998_1Bid Award Id
ViewTender No
No.AGR.HMR.DPMU(G)(7) P-II 2021-22 Tender File 590Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://http://hpcdp.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) 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.
19.05
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Providing and laying in position cement concrete 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 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.
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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.
5.02
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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.
21.16
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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.
1.25
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Providing & laying of reinforced cement concrete work with 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above or below plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
2.73
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Providing and laying in position reinforced cement concrete 1:1:2 ( 1cement : 1 sand : 2 graded stone aggregate 20 mm nominal size) and curing complete:
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In foundation, beams, suspended floors, roofs having slope landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases 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.
5.28
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In walls (any thickness), 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.
10.7
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Providing Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand) including entire carriage of materials upto all leads, lifts and heights complete in all respect as per direction & entire satisfaction of the Engineer-in-Charge.
65.37
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Centering and shuttering including strutting, propping etc. and removal of form work for:
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Flat Surface floors
13.51
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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.
173.27
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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.
155.61
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Edges of slabs and breaks in floors and walls complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
18.24
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Lintels, 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.
12.43
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Boulder / Stone filling under floor/ apron / behind retaining walls with consolidating & dressing etc. 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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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.
2505.78
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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.
289.4
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Brick work with common burnt clay F.P.C. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shape and sizes in cement mortar 1:6 (1 cement:6 Sand) complete in all respect with all leads and lifts and to the entire satisfaction of the Engineer-in Charge.
7.38
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6mm cement plaster in cement mortar 1:3( 1 cement : 3 fine sand) in ceiling complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
13.51
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15 mm cement plaster on the rough side of brick wall in cement mortar 1:4 (1 cement: 4 Coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
77.34
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Providing 40 mm thick cement concrete flooring in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
9.28
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Providing and fixing 1mm thick M.S. sheet garrage door with frame and diagonal braces or 40x40x6 mm angle iron 3. M.S. gusset plates at junctions and corner 25 mm dia pully 40x40x6 mm angle and T-iron guide at the top and bottom respectively, including applying a primer coat of red lead paint complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6.12
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Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden/ steel frames of windows and clerestory windows (M.S. grill) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
38.79
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Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
14
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Providing and fixing ISI marked oxidised M.S. sliding door bolts anopdized 250*16mm with nuts and screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. 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 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.
13
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Providing and fixing on wall face C.I.rain water pipe 100 mm dia including fitting the joints with spun yarn and cement mortar 1:2 (1 cement :2sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6.8
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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.
7.26
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White washing with lime to give an even shade New Work (three or more coats) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
77.34
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Applying priming coat over new steel & other metalled surfaces & i/c preparing the surface by thoroughly cleaning oil,grease & dirt & other foreign matter scoured with wire brushes fine steel wool srapers & sand paper along with ready mixed priming paint brushing red lead, red-oxide/zinc oxide chrome complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
19.5
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Painting two coats excluding priming coat over new steel & other metal surfaces with ready mixed paint to give an even shade i/c cleaning the other foreign matter sand papering & stopping complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
13.38
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Providing and fixing M.S fan clamp type 1 of 16 mm dia M.S bar bent to shape with hooked ends in R.C.C slab during laying including painting the exposed portion of loop, all as per standard design complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Providing and laying damp proof couse 50mm thick with cement concrete 1:2:4(1 Cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.69
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Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement:3 coarse sand: 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nomial size,well rammed and consolidated and grouted with fine sand,including necessary excavation,levelling & dressing & finishing the top smooth in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3.88
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Providing ,& Welding MS Flanges for 1% of length confirming to IS 6392-1971 (latest upto date amendements) with plain end G.I pipe in requisite number of layers on botj faces to make the joint leak proof( The cost of providing and laying of G.I 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 confirming to IS 1364.including cost of gasket sheets nuts 7 bolts.the thickness of gasket sheet not less than 3.00mm confirming to IS 2712-1998.The work shall be done to the entire satisfaction of Engineer-in-Charge with in all leads and lifts.
1
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Providing ,laying ,jointing and testing and testing in trencehes to (level or grade) GI pipes of following dia (H/M) class conforming to IS 1239-2004 (Part-I)(latest upto date amendements) of grade and wall thickness as specified below,suitable to withstand required hydraulic test pressure in random lengthsa 6m with plain ends and jointed with MS Flanges for 1% of length confirming to IS 6392-1971 (latest upto date amendements) and wlding 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 asbsetos fibre jointing gaskets sheet not less than 3.00mm in thickness as per IS 2712-1998 & butte welded joints.the welding of flanges tyo be done on both faces in two layers on outer face & one layer on inner face to make the joints leak proofand to entire satisfaction of Engineer-in-charge .the laying opf pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cvutting,welding and jointing including flushing,cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer-incharge including entire carriage of materials upto all leads and lifts(Earth work in trenches,butt welding will be measurted and paid for seprately)
482
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Providing, welding and fixing of M.S. flanges of joints at suitable reaches, conforming to table 5 as per IS:6392-1971 (latest with upto date amendments) with plain end and welding of MS Flanges with G.I. Pipes/ MSERW pipes of 125 mm dia in two layers on both faces to make the joint leak proof (the cost of providing and laying of G.I.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 including cost of gasket sheet nuts & bolts. The thickness of gasket not less than 3.00 mm conforming to IS : 2712-1998. The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts complete to the entire satisfaction of engineer-in charge
10
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Providing, laying, testing in trenches (to level or grade) G.I pipes of 125mm Dia (M Class) confirming to IS:1239-2004 (Part-I) (latest upto date amendments)
78
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Providing circumferencial Butt welded joints by electrical arc welding to G.I pipe of 100 mm dia,welded in requisite numbers of weld runs to make the joint leak proof 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.
78
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Providing and fixing CI Sluice Valve in scour pipe of Kartar make as per IS:780-1984 & IS:2906-1984 compltete in all respect to the entire satisfaction of engineer-in-charge
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Scour pipe:-100mm
1
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Providing & Fixing CI Sluice Valve 100mm dia @ 10.2 Kg/cmˆ2 Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 44.3 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.
2
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Providing & Fixing CI Sluice Valve 100mm dia @ 10.2 Kg/cmˆ2 Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 56.3 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.
4
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Providing and fixing double flanged Cast iron Reflux 100 mm dia of following class Leader / Kartar / Kirloskar makeand following dia for rising main and capable of with standing following normal seat pressure confirming to BS 1868/API-600 or latest amendments
2
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Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Supply, installation, testing & commissioning horizontal spindle, horizontal split casing/end suctions (back full out arrangement) single/ multistage centrifugal pump or combination of pump in series of recommended make such as Mather and Platt/KSB/Kirloskar as per IS-1520-1980 (latest with up to date amendments) read with IS: 9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze impellers/priming funnels, casing ring and shaft sleeves of bronze, shaft of steel grade EN-8 with cast iron casing coupled directly through a flexible coupling on a MS/Cast steel base plate (base plate to be from the manufacturers of the pumping unit only) to ring/ squirrel cage screen protected drip proof induction motor of standard make such as Kirloskar/Crompton/NGEF suitable for operation on 400 (+/-) 10% volts, 50 cycles/second, 3 phase AC electric supply. The power of electric motor should be at least 10% in excess of the maximum power required by the pump in the operation range of (+) 10% and (-) 15% of the duty point head. The motor should be as per IS: 325-1978 with up to date amendments read with IS: 900-1972. It should include flow meter, cost of bearing nuts, bolts and pointing etc. and should meet the following requirements. The pumping set should include water level guards i/c cable, erection clamps , cable clips and depth gauge etc. and any other item/ fittings required as per site conditions and suitable for operation of pumping machinery on data given below between 41.01 to 41.86:- (Note: The rate quoted by the bidder should be inclusive of all the items as listed below and the bidder is required to fill & upload/submit the bid evaluation sheet for pumping machinery mentioned in the bidding document with the technical proposal)
2
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SITE CONDITIONS:-
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Location of site:-40 km from Hamirpur
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The altitude of place in which the motor is intended to work in ordinary service if it exceeds 1000 mtr:-855
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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:-Clear cold water
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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 as per BIS: 3243-1987 latest with upto date amendments
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Speed of revolution-To be quoted by tenderer .
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Direction of rotation- to be quoted by tender
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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:- 25°C
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MOTOR-
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Ref. to BIS code- BIS-325-1978 read with BIS 900-1992 with upto latest date amendments (Latest)
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Type of enclosure of motor.-SPDP (as per BIS 4691-1985) latest
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Type of duty :-Continous
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Mechanical output in KW-Class –B 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 44.19 above.-AS per terms and conditions attached.
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Particulars of test reqd. & where they are to be conducted:-as per terms and conditions.-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.
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Particulars as to whether voltage limiting device will be employed.-Note:- Star delta starter upto 37.5 Kw.ATS between 37.5KW to 50 KW& Stator rotor starter with slip ring motor beyond 50KW
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Type of motor: Wheather squirrel cage or slipring
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Details of shaft extension required-just sufficent to provide direct drive by flexible coupling to pump
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Type of slip ring gear wheather continously ratedor for starting purposes only & weather to be fitted with brush lifting or short circuiting arrangements or both if interlocks are required continuosly rated for Squirrel Cage/slipring motor
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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- 2No.x10 HP= 20 HP
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Nos. of pumps required.-2 nos of working pumps.
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Spare parts required.-For two years normal maintenance as recommended by manufacturer.
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Optional fittings required:-Air cock for exhausting air from each other
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Pump Operating conditions-
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Capacity :-4.77 LPS for one pump
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Total head in meters:-93.12 mtrs
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Static head :-73.00 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. (Kg/cmˆ2)
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Pressure in the delivery tank -(Kg/cmˆ2)
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Length of rising main(Twin Rising Main):-470 Rmt
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Dia of rising main :-100 mm
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Drive Type:Electric Driven
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Drive Arrangment direct through flexible coupling on common base plate
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NPSH required to be quoted by the tendrer
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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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Supply of suitable auto transformer soft starter of standrad make such as MEI/Kilburn/Jyoti/Seimens conforming to BIS :8544-1979 latest with upto date ammendements for squirrel cage/slipring motor(make to be specified by the tenderers) mounted on panel board with magnetic type over load release & dashpot,time lag,under voltage release. 2 Nos.
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Providing M.S. Sheet 16 SWG steel fabricated floor mounted closed almirah type switch board including angle iron post of suitable height and size ISA 40x40x6mm duly painted comprising and capable of mounting the following accessories with all internal electric connections.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 No
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MCB/oil circuit breaker of suitable capacity of L.T/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 No
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Earth leakage circit breaker of reccomandaed L.T /Havells / standard/ MDS/ Jyoti/ Kilburn as per BIS-2516-1977 with upto date amendements and of suitable range which should have control box,operating handed and trip/reset bush button on/off indicators,re-indicating off spring condition of the circuit breakerfor over current protection.The circuit should be equipped with magnet thermal release with mettalic tape CTS.Should also fitted earth fault for tripping of breaker on occurence of earth fault on/off breaker load side .1 No
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Hour run meter of reputed make of four digit capacity confirming to BIS-722( latest edition)/amendments.1 No.
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Suitable three phase voltage monitor relay with all protections& usual indicators with electrical sirens against single phasing no voltage high voltage & overloading & phase voltage difference.1 No.
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Change over switch of reputed make& suitable capacity.1 No.
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single phase preventor of reputed make & suitable capacity.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/ gloster/ICC make form meter of HPSEB- to OCB and form OCB 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 HPSEBL authorities it shall have to be replaced by the tenderer.1 No
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Supply Side-suitable size
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Motor Side-suitable size
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Supply of Kirloskar/Jyoti/IVC/Kilburn/Glad/Bhel/Leader of suitable size cast iron/cast steel double flanged swing check type reflux valve having bye pass arrangements & size equal to delivery of pump for with standing nominal seat pressure of 52 kg/cm2.1 No
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NOTE:- The sluice valve shall conform to BIS 780-1984 latest with up to date ammendments.However if the seat pressure exceeds the limits prescribed in BIS 780 then the sluice valves shall be of cast steel conforming to class 150 ASA (seat pressure 21 kg/cm2) or class 300 aSA (seat pressure 52kg/cm2 or class 600 ASA (saet pressure 104 kg/cm2) as per BS 1414 (API 600)
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Supply of Kirloskar/Jyoti/IVC/Kilburn/Glad/Bhel/Leader make cast iron/cast steel double flanged swing check type reflux valve having bye pass arrangement & size equal to dia of R/main for withstanding nominal seat pressure of 52 kg/cm2.1 No
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NOTE:- The sluice valve shall conform to BIS 780-1984 latest with up to date ammendments.However if the seat pressure exceeds the limits prescribed in BIS 780 then the sluice valves shall be of cast steel conforming to class 150 ASA (seat pressure 21 kg/cm2) or class 300 aSA (seat pressure 52kg/cm2 or class 600 ASA (saet pressure 104 kg/cm2) as per BS 1414 (API 600)
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Supply of Kirloskar/Jyoti/IVC/Kilburn/Glad/Bhel/Leader of reputed make of suitable size cast iron flanged sluice valve conforming to IS 780,size equal to dia of suction pipe PN 1 provided with hand wheel/cast iron cap.1 No
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Supply of Kirloskar/Jyoti/IVC/Kilburn/Glad/Bhel/Leader make cast iron flanged sluice valve with strainer of dia equal to dia of suction pipe confirming to BIS 4038-1986 or latest with upto date amendments.Sluice valve shall confirm to BIS 780-1984 latest with upto date amendements. 1 No
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Supply of Kirloskar/Jyoti/IVC/Kilburn/Glad/Bhel/Leader make cast iron flanged screwed type foot valve with strainer of dia equal to dia of suction pipe confirming to BIS 4038-1986 or latest with upto date amendments.Sluice valve shall confirm to BIS 780-1984 latest with upto date amendements.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/ gloster/ICC make form meter of HPSEB- to OCB and form OCB 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 HPSEBL authorities it shall have to be replaced by the tenderer.1 Job
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Providing and laying suitable size copper PVC insulated armoured power 3 core cable conforming to BIS 1554 (part-I) –1988 of latest with upto date amendments siemen/IEC/ GICO/ Finolex/ gloster/ICC make form switch to starter & starter to motor (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 HPSEBL authorities it shall have to be replaced by the tenderer.1 Job
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Providing and laying double loop earthing with copper plate 600*600*3mm thick electrode 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 & erection of floor/wall mounted power factor shubt capacitor confirming yo BIS 2834-1986 latest upto date amendements BHEl/GEC/Machneil/Mager/Bajaj make to raise the prevailing power factor at site to .095 for direct connection to induction motor individually of required KVAR according to H.p of motor offered including cable Seimens/Gloster/ICC make from bus bar chamber to capacitor& also including LT/LK/Kilburn majke ICTP switches confirming to BIS 4064-1978 or latest with HRC fuses to be specified by the tendrer.1 No
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Supply of standard make 100mm circular dial pressure gauge range of feibig/bouden/Precision make with all accessories such as stop cock, copper tubing etc, conforming to BIS: 3624-1987 latest with upto date amendments.1 No
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Providing and laying suction delivery pipe considering site requirements.NPSH required & available & common header having area equal to two times the area of delivery branch of pump including tapers,flanges,rubber gaskets,3mm thickas per BIS: 2712-1978 nuts 7 bolts as per 1364-1983 & special up to 5 mtrs away from the outer wall of pump house as per layout drawings approved by Engineer-In-Charge Actual laying to be done as per final drawings approved by Engineer-in-Charge.1 Job
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Supply of antivibration pads confirming to BIS 6337-1971 or latest with upto date amendments of suitable size of above machinery.1 Set
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Erection of all equipments of above itmes including cost of tees,bends tapers,&any other fitting required as per site conditions & as per directions of engineer in charge.1 Job
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