Himachal Pradesh Agriculture Development Society Tender
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Himachal Pradesh Agriculture Development Society Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date9 Jan 2024
Closing Date19 Jan 2024
Tender AmountRefer Documents
Costs
EMD
₹ 44,900Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HPCDP_83672_1Bid Award Id
ViewTender No
No. Agr. HMR. DPMU (G) (7) P-II 2023-24 Tender2057Tender 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
Supplying and filling in plinth with sand under floors,including watering,ramming,consolidating and dressing complete to the entire satisfaction of Engineer-In-charge
0.47
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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) 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.
3.89
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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) all work upto plinth level excluding the cost of shuttering and centering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.21
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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.
0.18
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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.
0.4
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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.
6.88
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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.
1.67
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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,pinth, beams, suspended floors, roofs having slope landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto all level from base floor, 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.
4.43
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In vertical 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.
14.98
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Centering and shuttering including strutting, propping etc. and removal of form work for:
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Circular 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.
147.03
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Suspended floors,Roofs,landings,balconies and access platform complete in all respect to the entire satisfaction of Engineer-in-Charge
8.22
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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.
61.83
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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.
16.44
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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.
0.68
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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.
2433.41
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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.
760.91
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Brick work with common burnt clay F.P.C. (non modular) bricks of class designation 7.5 in in foundation and plinth 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.
5.23
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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.
3.93
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Half Brick masonary 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.
1.35
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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.
7.32
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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.
38.34
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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.
1.77
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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.
4.32
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Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35 x 35 x 5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws 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.
39
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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.
10
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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.
4
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Providing and fixing ISI marked oxidised M.S. handles (125 mm) 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.
9
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes confirming to IS: 13592 Type A,including jointing with seal ring confirming to IS 5382,leaving 10mm gap for thermal expansion single socketed type 110 mm diameter U-PVC Pipes complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6.3
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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.
18.02
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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.
22.6
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Finishing walls with water proofing cement paint of required shade: New Work (Two or more costs applied @ 3.84 kg/10sqm) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
21.26
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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 40mm thick with cement concrete 1:2:4(1 Cement:2 coarse sand:4 graded stone aggregate 10mm nominal size) in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4.28
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Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.77
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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.
3.32
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Providing and fixing on wall face unplasticised- PVC moulded fittings/accessories for unplastisiced Rigid rain water pipes confirming to IS: 13592 Type A,including jointing with seal ring confirming to IS 5382,leaving 10mm gap for thermal expansion single socketed type 110 mm diameter U-PVC Pipes Single pushfit couplar complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2
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Providing and fixing on wall face unplasticised- PVC moulded fittings/accessories for unplastisiced Rigid rain water pipes confirming to IS: 13592 Type A,including jointing with seal ring confirming to IS 5382,leaving 10mm gap for thermal expansion single socketed type Bend 87.5° 110 mm diameter U-PVC Pipes Single pushfit couplar complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2
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Providing and fixing on wall face unplasticised- PVC pipe clips of approved design to unplasctised PVC rain water pipes by means of 50*50*50 mm hard wood plugs,screwed with M.S screws of required length,including cutting brick work and fixing in cement mortar 1:4(1 cement:4 coarse sand) and making good the wall of 110 mm Dia complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6
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Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 of 150 mm dia,for scour 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. including flushing , cleaning and hydraulic testing of pipe for rising main from intake to sump well complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
60
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Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 of 100 mm dia,for rising main from sump well to MDT-1 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 for rising main from intake to sump well complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
702
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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,for rising main from sump well to MDT-2 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 for rising main from intake to sump well complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
132
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Printing new letters and figures of any shade with synthetic enamel black or any other approved colour to give even shade as per drawing and technical specification clause 1701 in eglish and roman,hypen,commas and like not toi be measured and paid for complete with all leteers and to the entire satisfaction of Engineer-in-charge
2044.88
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Providing the fencing with angle iron post placed at required distance embbeded in cement concrete,every 15th post,last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires,of barbed wire weighing 9.38Kg per 100m(minimum) between two posts fitted and fixed with G.i staples,turn buckels etc complete (costs of posts,struts,earthwork and concrete work to be paid for seprately).Payment to be made per metre cost of total length of barbed wire used complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
36.32
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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 80mm from sump well to MDT-2 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 from Flange table 5. 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
1
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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 100 mm from sump well to MDT-1 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 from Flange table 5. 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
8
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Providing circumferencial Butt welded joints by electrical arc welding to G.I pipe of 150 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.
5
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Providing circumferencial Butt welded joints by electrical arc welding to G.I pipe of 100 mm dia from Sump well to MDT-1welded 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 complete to the entire satisfaction of Engineer-in-Charge.
109
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Providing circumferencial Butt welded joints by electrical arc welding to G.I pipe of 80 mm dia from Sump well to MDT-2 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 complete to the entire satisfaction of Engineer-in-Charge.
21
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Providing & Fixing CI Non return Valve 100 mm dia @ 10.2 Kg/cmˆ2 Kartar make for rising main i/c MS Flange of table as per IS 6392-1971 of 5WT of 49.00 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.complete to the entire satisfaction of Engineer-in-Charge.
1
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Providing & Fixing CI Non Return Valve 80 mm dia @ 10.2 Kg/cmˆ2 Kartar make for rising main 2 i/c MS Flange of table as per IS 6392-1971 of 5WT of 34.00 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.complete to the entire satisfaction of Engineer-in-Charge.
1
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Providing & Fixing CI Sluice Valve 80 mm dia @ 10.2 Kg/cmˆ2 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.complete to the entire satisfaction of Engineer-in-Charge.
3
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Providing & Fixing CI Sluice Valve 150 mm dia for scour pipe @ 10.2 Kg/cmˆ2 Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 71.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.complete to the entire satisfaction of Engineer-in-Charge.
3
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Providing and fixing HDPE Air Release Valve of 25 mm dia with G.I Socket of 25 mm Dia. Tee & GI Nipple of 25 mm Dia. in Distribution System including Jointing & fitting complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2
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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/Crompton/M&P//Becon 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 53.01 to 53.77:- (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)
1
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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 if it exceeds 1000 mtr:-636.70 mtrs.
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Humidity:- Humid during rainy season
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Nature of atmosphere:-As Normally encountered by shivalik ranges
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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:-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 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-9283-1979 with upto date amendments
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Type of enclosure of motor.-As per BIS 4691-1985( 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 44.19 above.-To be specified by the 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.-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 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: BIS-9283-1979 with upto date amendments
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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 nos.
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Spare parts required.-For two years normal maintenance 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 :-6.58 LPS
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Total head in meters:-79.64 mtrs
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Static head :-66.10 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:- 702.00 Rmt
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Dia of rising main :-100 mm
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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 the tendrer(manufacturers certificate to be appended)
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Supply of fully automatic -Air breaker Type Star Delta starter of 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. 1 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 Nos.
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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/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 Set
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50 mm Dial Hour run meter of CEE/NEE make of suitable range as per relevant BIS specifications. .1No.
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Provding & fixing of Capacitor/ shunt capacitor of Crompton / L&T / Asian make as per IS ; 2834-1968 with upto date amendments,to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. of motor offered including cables as per relevent ISI code ( of Seimens / Glocter / IEC make ) from bus bar chamber to capacitor as per IS : 4064-1978 with upto date amendments . 1 No
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Provding & fixing double flanged cast iron/ cast steel sluice valve of Leader /Kirloskar/Kartar of required dia as per the size of delivery line withstanding nominal seat pressure of PN-1.0 (10.20Kg/cm²) as per IS 14846-2000 1 No
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Providing and laying of copper PVC insulated armoured power cable of suitable size and capacity to motors and all other electrical equipments conforming to BIS 1554 (part-I) –1988 or latest with upto date amendments siemen/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. Supply Side - Sutaible Size
Motor Side - Sutaible Size
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P/F Kirlosker/leadar make include double flanged (swing check type ) reflux valve having by pass arrangment and having size one dia higher then pump delivery of pump and capiable with standing nominal seat pressure of the 10.20kg/cm2 as per IS code 5312-1984(P-1) 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. 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, GL. 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 of suitable size 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, 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 results in all respect and entire satisfication of the Engineer-in Charge
1
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Providing and fixing capacitor -15 kvr with mobile set including sims with message pack in all respect and entire satisfication of the Engineer-in Charge.
1
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Providing and fixing automatic pannel board MU-G40 of L&T make for 35HPSubmersible Motors make manufactured by parental company comprising MNX contacts and MN relays, overload and single facing protection confirming to IS-13947-4 IEC -60947-4 alongwith testing certificate including pushing button autostart, auto stop and restart facility, ICTP switches and all other electrical accessories which required for the job single phase preventor, 3- phase indicator, time,relay selector Cabiling to delivery results with all leads and lifts as per the direction of Engineer-in Charge.
1
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Supply, installation, testing & commissioning of submersible pumping set of KSB /Kirloskar/Calama/Johanson/BS/Crompton make comprising 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 IS 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. 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 conditionsThe pumping set should include water level guards i/c cable, erection clamps, cable clips and depth gauge etc. and any other item suitable for operation of pumping machinery.The items should contain all components mentioned between 57.01 to 57.78
(Note: The bidder is required to fill & upload/submit the bid evaluation sheet for pumping machinery mentioned in the bidding document with the technical proposal)
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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 if it exceeds 1000 mtr:-636.70 mtrs.
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Humidity:- Humid during rainy season
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Nature of atmosphere:-As Normally encountered by shivalik ranges
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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:-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 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-9283-1979 with upto date amendments
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Type of enclosure of motor.-As per BIS 4691-1985( 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 44.19 above.-To be specified by the 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.-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 Note:- Star delta starter upto 37.5 Kw.
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Type of motor: BIS-9283-1979 with upto date amendments
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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 nos.
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Spare parts required.-For two years normal maintenance 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 :-4.50 LPS
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Total head in meters:26.17 mtrs
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Static head :-20.10 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 :-132.00 Rmt
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Dia of rising main :-80 mm
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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 the tendrer(manufacturers certificate to be appended)
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Supply of DOL Star Delta starter of MEI/Kilburn 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 & gaspot,time lag,under voltage release. 1 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
-
-
-
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
-
-
-
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 Nos.
-
-
-
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.
-
-
-
MCB 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
-
-
-
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
-
-
-
50 mm Dial Hour run meter of CEE/NEE make of suitable range as per relevant BIS specifications. .1No.
-
-
-
Provding & fixing of Capacitor/ shunt capacitor of Crompton / L&T / Asian make as per IS ; 2834-1968 with upto date amendments,to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. of motor offered including cables as per relevent ISI code ( of Seimens / Glocter / IEC make ) from bus bar chamber to capacitor as per IS : 4064-1978 with upto date amendments . 1 No
-
-
-
Provding & fixing double flanged cast iron/ cast steel sluice valve of Leader /Kirloskar/Kartar of required dia as per the size of delivery line withstanding nominal seat pressure of PN-1.0 (10.20Kg/cm²) as per IS 14846-2000 1 No
-
-
-
Providing and laying of copper PVC insulated armoured power 3.5 core cable of suitable size and capacity to motors and all other electrical equipments conforming to BIS 1554 (part-I) –1988 or latest with upto date amendments siemen/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. Supply Side - Sutaible Size
Motor Side - Sutaible Size
-
-
-
P/F Kirlosker/leadar make include double flanged (swing check type ) reflux valve having by pass arrangment and having size one dia higher then pump delivery of pump and capiable with standing nominal seat pressure of the 10.20kg/cm2 as per IS code 5312-1984(P-1) 1 No
-
-
-
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. 50 Rmt.
-
-
-
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, GL. 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.
-
-
-
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
-
-
-
Providing and laying delivery pipe of suitable size 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, 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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Evaluation Notes How It Works ?
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