Himachal Pradesh Agriculture Development Society Tender
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Himachal Pradesh Agriculture Development Society Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date7 Jan 2025
Closing Soon20 Jan 2025
Tender AmountRefer Documents
Costs
EMD
₹ 1,06,500Document Cost
₹ 2,000Tender Fee
Refer Documents
Summary
Providing Lift Irrigation Scheme Samella Village Samella Gp Samella,tehsil Bijhar District Hamirpur (h.p)
Description
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Contact
Tender Id
2024_HPCDP_97137_1Tender No
No. Agr. HMR. DPMU (G) (7) P-II 2023-24 Tender File-1820 Dt 07.01.2025Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://http://hpcdp.nic.in/
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Documents
BOQ Items
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Supplying and filling in plinth with sand under floors,includingwatering,ramming,consolidating and dressing complete to the entire satisfaction of engineer-in-charge
0.47
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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.
4431.32
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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.
801.89
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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.
22.05
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Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) in foundation and plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
21.04
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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.
4.89
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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.
14.59
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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,stair cases and spiral cases above plinth level up to floor five level,excluding the cost of centering,shuttering,finishing and reinforcement complete to the entire satisfaction of Engineer-In-Charge
1.67
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Reinforced cement concrete work with 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding 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.
6.89
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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 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.
41.71
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Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) all work upto pilnth level 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.
0.18
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Providing and laying in position cement concrete 1:5:10 (1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) in foundation and plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.3
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Centering and shuttering including strutting, propping etc. and removal of form work for :
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Foundations, footings, bases for columns, mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
335.62
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Circular walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
143.14
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
82.84
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Suspended floors, roofs, landings, balconies and access platform complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
8.22
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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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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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Extra allowance for formwork in concrete lining
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in bed
3.58
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in side slopes
3.3
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Providing cement concrete lining 15cm thick or less for irrigation channels,using cement concrete 1:2:4(1 cement:2 sand:4 stone aggregate, 20mm nominal size) in bed complete in all respect to the entire satisfaction of Engineer-in-charge
3.58
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Providing cement concrete lining 15cm thick or less for irrigation channels,using cement concrete 1:2:4(1 cement:2 sand:4 stone aggregate, 20mm nominal size) in side slopes complete in all respect to the entire satisfaction of Engineer-in-charge
3.3
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) complete in all respect within 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.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) complete in all respect within 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.S (Non-modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level complete to the entire satisfaction of Engineer-In-Charge
1.35
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Providing & laying Damp Proof Course 40mm thick with cement concrete 1:2:4 (1 cement:2 sand:4 graded stone aggregate 10 mm nominal size) & curing 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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6 mm cement plaster mix in cement mortar 1:3 (1 cement: 3 fine sand) complete in all respect within all leads and lifts and to the 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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Boulder/Stone filling behind retaining walls complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.94
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Boulder filling dry hand packed tightly as in wire crate apron bund complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3.12
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Making plinth protection 50mm thick of cement concrete 1:3:6(1 cement:3 coarse sand: 6 graded stone aggregate 20mm nominal size) over 75 mm thick bed of dry brick ballast 40mm nominal size,well rammed and consolidated and grouted with fine sand,including necessary excavation,levelling & dressing & fninshing the top smooth complete to the entire satisfaction of Enginner-in-charge
3.32
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Cement concrete flooring 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 to the entire satisfaction of engineer-in-charge
4.28
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Providing, laying, joiniting and testing in trenches (to level or grade) GMS tube(IS : 1239-2004) of 150mm dia & medium class confirming to IS specification cabale to withstand the required Hydraullic test pressure as per IS code inrandom length of 6m complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in Charge. (EARTH WORK IN TRENCHES TO BE MEASURED PAID FOR SEPARATELY)
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Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 of 125 mm dia,for rising main 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 complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
672
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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, 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 complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
12
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Providing, laying, joiniting and testing in trenches (to level or grade) GMS tube(IS : 1239-2004) of 80 mm dia & medium class confirming to IS specification cabale to withstand the required Hydraullic test pressure as per IS code inrandom length of 6m complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in Charge. (EARTH WORK IN TRENCHES TO BE MEASURED PAID FOR SEPARATELY)
32
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Providing & Laying, Jointing , Testing & Commisioning at site in trenches bevelled ended BIS Marked MSREW pipes 250 mm dia of various grade confrming to IS/ISO-3183-2012 L260 or X42 or equuivalent specifications latest with up to date amnendments having wall thickness and per Rmt weight as mentioned 7 capable of withstanding required test pressure as per BIS code in random lengths of 6-7 mtr.pipe should be bevelled and suitable for butt welding including the cost of jointing with butt weld confirming to IS 816-1969 or latest as applicable with the ends with upto date amendments(leak proof) in three layers at site of work with welding rods of standard make all allied accessories whatever required as per site requirement including carriage in all leads and lifts as directed by Engineer-in-charge.Pipe shall have Zinc coating inside & outside confirming to IS/ISO 4736-1986 or latest with upto date amendments &shall be engraved with code IS/ISO 3183-2012 or ots equivalent.laying shall confirm to BIS 5822-1970 or latest with upto date amendments with provision of scour pipe after every km by providing Tee & Sluice valve etc. complete to the entire satisfaction of Engineer-in-charge
3
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Providing and fixing CI Sluice valve for scour pipe 150 mm dia 10.2kg/cm2 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 in both side faces and & i/c carriage in all respects within all lead and lift complete to the entire satisfaction of Engineer-in-charge
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Providing and fixing CI Sluice valve 250 mm dia 10.2kg/cm2 kartar make i/c MS Flange of table-5 as per IS 6392-1971 of 5WT of 121.50 Kg & Welding of MS Flanges in two layers in both side faces and & i/c carriage in all respects within all lead and lift complete to the entire satisfaction of Engineer-in-charge
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Providing and Fixing CI Sluice Valve 100 mm ø (PN-1.0) 10.2Kg/cm² Kartarmake i/c MS Flange of Table-5 as per IS 6392-1971 of WT of 44.30 Kg &Welding of MS Flanges in two layers on both faces and & i/c carriages in all respects within all leads & lifts.complete to the entire satisfaction of Engineer-in-charge
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Providing and Fixing CI Sluice Valve 80 mm ø (PN-1.0) 10.2Kg/cm² Kartarmake i/c MS Flange of Table-5 as per IS 6392-1971 of WT of 31.30 Kg &Welding of MS Flanges in two layers on both faces and & i/c carriages in all respects within all leads & lifts.complete to the entire satisfaction of Engineer-in-charge
9
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Providing and Fixing CI Non Return Valve for rising main of 125 mm ø (PN-1.0) 10.2 Kg/cm² Leader / Kartar / Kirloskar make i/c MS Flange of Table-5 as per IS 6392-1971 WT of 70.00 Kg & Welding of MS Flanges in two layers on both faces and & i/c carriages in all respects within all leads & lifts.complete to the entire satisfaction of Engineer-in-Charge
1
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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.
4
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Providing & making gabion structure with mechanically woven double twisted hexagonal shaped wire mesh gabion boxes as per IS:16014:2012,Morth clause 2500,of required size,mesh type 10*12(D=100mm with tolerance of +/-2%) zinc+PVC coated,mesh wire diameter 2.7/3.7mm,mechanically edged/selveged with partitions at every 1m interval and shall have minimum 10 numbers of openings per metre of mesh perpendicular to twist,tying with lacing wire of diameter 2.2/3.2mm(ID/OD),supplied @3% by weight of gabion boxes,filled with boulders with least dimensions of 200mm,as per drawings,all complete as per directions of Engineer-in-charge
12
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Fencing with angle iron post placed at required distance embedded in cement concrete blocks, 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 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc.complete. (Cost of posts, struts, earth work and concrete
work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With GI barbed wire
42.6
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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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Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including 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.
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 (250 x 16 mm) 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 (250 x 10 mm) 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.
13
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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.
22.79
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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 & 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 pipes of 110 mm Dia 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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Providing & Fixing on wall face unplasticised PVC moulded fitting/accessories for 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 pushfir coupler of 110 mm dia. 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 & Fixing on wall face unplasticised PVC moulded fitting/accessories for 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 bend 87.5° of 110 mm dia. 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 & Fixing on wall face unplasticised PVC moulded fitting/accessories for unplasticised Rigid 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 the good wall etc complete of 110mm 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 and fixing ISI marked oxidised M.S. fan clamps 1 of 16mm 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 circumferencial Butt welded joints by electrical arc welding to GMS tubes confirming to IS : 1239 : 2004 of 125 mm dia,for rising main welded in requisite numbers of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - Citojet / ESAB make conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
105
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Providing circumferencial Butt welded joints by electrical arc welding to GMS tubes confirming to IS : 1239 : 2004 of 100 mm dia,for restoration work in HDPE Pipeswelded in requisite numbers of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - Citojet / ESAB make conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
4
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Providing circumferencial Butt welded joints by electrical arc welding to GMS tubes confirming to IS : 1239 : 2004 of 80 mm dia, welded in requisite numbers of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - Citojet / ESAB make conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
12
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Providing, welding and fixing of M.S. flanges @ 1% of joints at suitable reaches, conforming to table 5, of 125 mm dia as per IS:6392-1971 (latest with upto date amendments) and welding of MS Flanges with G.I. Pipes/ MSERW pipes in two layers on both faces to make the joint leak proof (the cost of providing and laying of G.I.Pipes/MSERW Pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrode as per IS : 814-1991 and required number of nuts & bolts conforming to IS: 1364. The thickness of gasket not less than 3.00mm conforming to IS : 2712-1998. The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts.
7
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Writing 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 english 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
2046.75
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Supply of submersible pumping set of KSB /Calama /Kirloskar/ SU/Johnstion/Lubi or approved make by HP JSV Deptt. 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 BIS 9238-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include all items containing item no. 63.01 & 63.78, water level guards, erection clamps , cable clips and depth gauge etc. and suitable for operation on data given below:-
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SITE CONDITIONS:-
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Location of site:-Samella
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The altitude of place in which the motor is intended to work in ordinary service.-650 mtrs.
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Humidity:- Humid during rainy season
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Nature of atmosphere:-Normal
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Detail of quality of water:- Clear water
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Water free from sand or not:-Free from sand
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Water corrosive or not:-Not corrosive
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Turbidity:-Less than 50 ppm
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Any other information if required.
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OPERATING CONDITIONS
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Type of current:-AC.Three Phase
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Operating frequency:50Hz
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Rated voltage:400(+/-)
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System of earthing if any to be adopted
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Speed of revolution
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Direction of rotation
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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:tempraturer of place to be specified 20° to 42°C
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MOTOR
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Ref. to BIS code:BIS 9283-1979 with upto date amendments
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Type of enclosure of motor:As per BIS-6491-1985(Latest)
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Type of duty :Continuos
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Mechanical output in KW:Suitable for driving submersible pumps required for duties specified agains pumps.To avoid overloading of motor a margin of about 15-20% may be kept in rated output to prime mover
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Class of insulation:Class B
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Max. Permissible temp. Rise of motor reqd. if different from that given in 8 (viii) above. To be specified by tenderer
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Particulars of test reqd. & where they are to be conducted:As per terms and conditions
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Particulars as to whether voltage limiting device will be employed: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.Star delta starter upto 37.5Kw
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Type of motor:AS per BIS 9283-1979 or latest
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Details of shaft extension required
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Break way torque in terms of rated load torque and the corresponding break-way starting current which may be taken from the supply with the starting apparatus in circuit:breakway torque to be given by the tendrer 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:2No. Set
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Spare parts required:From two years normal maintainance as recommended by manufacturer
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Type of drive:Electric Induction Motor
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Optional fittings required
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Pump Operating conditions
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Capacity:11.45 lps for one pump
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Total head in meters:93.92 metres
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Static head:81.30 metres
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Minimum depth of water(metres)
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Variation in water level(metres)
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Ground level to Max. water level (H.F.L)(metres)
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Ground level to delivery point(metres)
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Pressure in the suction tank.(metres)
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Pressure in the delivery tank (metres)
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Length of rising main:672.00 metres
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Dia of rising main:125 mm
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Turbidity of water 50 ppm
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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 tendrer
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Efficiency of pump at to be specified by the tendrer
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a) Duty head
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b) (+) 10% head.
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c) (-) 15% head.
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Material of construction:to be specified by the tendrer(manufacturers certificate to be appended)
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Providing & Fixing of Fully Automatic Air Breaker Star Delta Starter of Havell's/ L&T/ BHEL make as per IS:8544-1979 with Upto date ammendments for Squirrel Cage/ Slipping Motor mounted on Pannel with Magnetic type overload release and gaspot, Time lag, Under Voltage release of suitable capacity, with or without initial oil filling as the case may be with single phase preventor as per IS:1248 (P-V) 1983 with upto date ammendments starters. 2 No
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Supply of MS. Angle iron steel sheet 16 SWG fabricated floor mounting closed (Almirah type) switch board comprising and capable of mounting the following accessories and with all internal electric connections, duly painted. The drawing of panel board shall be subject to approval of Engineer-in-Charge. 1 No.
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Providing & Fixing Ammeter AC supply, 100 mm square type auto electric of AE/ L&T Rishab make of suitable capacity for above motor with selector switches conforming to BIS-1248-1983 latest with upto date amendments. 2 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. 2 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.2 No.
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Bus bar chamber having 3 copper bars of suitable rating for full length of 3 phases and one bar of half the rating of full length for neutral conforming to BIS: 8084 –1976 and 11353-1985 read with 5578-1985 all latest with upto date amendmentsof suitable rating.. 1 set
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MCB of suitable capacity of Havells/standard/MDS/Jyoti/Kilburn make to feed motors offered by the tenderer conforming to BIS: 2516-1985 latest with upto date amendments with neutral linked under voltage release. .1 No.
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3 phase indicator lamps complete with toggle switches for individual motors conforming ti BIS 3452 part I & II latest with up to date amendments of 15 watts..1 set
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50 mm dial Hour run meter of CEE/NEE make of suitable range as per relevant BIS specifications. .2 No.
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Supply of floor/wall mounted power factor shunt capacitor conforming to BIS: 2834-1986 latest with upto date amendments Baja/L&T/Asian/cromption make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of suitable rating each including cable of siemens/Gloster/ICC make form bus bar chamber to capacitor and also including L&T/LK/Kilburn make ICTP switches conforming to BIS –4064-1978 or latest with HRC fuses (range to be specified by the tendrerer)..2 No.
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Providing and Fixing CI Sluice Valve PN-1.0 10.2Kg/cm² Kirloskar/Leader make i/c double flanged Sluice Valve Having Size one dia. Higher than Pump & capable of withstanding nominal seat pressure of 10.20 Kg/cm2 as per IS Code 14846:2000..2 No.
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Providing and laying suitable size copper PVC insulated armoured power 3.5 core cable conforming to BIS 1554 (part-I) –1988 of latest with upto date amendments siemen/IEC/ GICO/ Finolex/ closter/ICC make form meter of HPSEB- to MCB and form MCB to Bus bar switch and starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles, flexible pipe solder, nuts and bolts, cable glands, etc. laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer. Supply Side:-Suitable Size Delivery Side:-Suitable Side 10 Rmt.
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Providing and Fixing Kirloskar/Leader make i/c double flanged (Swing Check Type) Reflux Valve Having Bypass Arrangement and Having Size one dia. Higher than Pump to delivery of Pump & capable of withstanding nominal seat pressure of 10.20 Kg/cm2 as per IS Code 5312-1984 (P-I).1 No.
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Supply of PVC joint less flat water proof cable as per BIS: 694-1990 latest with upto date amendments suitable for the pump sets offered from MCB to motor including all other electrical equipment/accessories such as thimbles, flexible pipes solder, nuts and bolts, cable glands etc laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities & in case of non acceptance by HPSEB authorities it shall have to be replaced by tender. 30 Rmt.
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Providing and laying double loop earthing with G.I. wire & G.I plate complete with material such as charcoal, common salt, GI. Pipes, thimbles, nuts and bolts, digging of pits, GI. Wiring and aluminum strips of required capacity conforming to BIS: 3043-1987 latest with upto date amendments for above motors and other electrical equipment’s. .1 Job
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Supply of standard make circular dial pressure gauge 0-16 kg/cm2 range of feibig make with all accessories such s stop cock, copper tubing etc, conforming to BIS: 3624-1987 latest with upto date amendments. .1 No.
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Providing and laying delivery pipe 100 mm dia. GMS Tubes (Medium Class) (IS:1239 - 1979) 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 & fixing M-Power MODULE,L&T make for mobile controller vide cat No.GSM 03010000 of reputed make conforming 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 satisfaction of the Engineer in charge.
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Providing and fixing capacitor-15 KVR with moblie set including sims with message pack in all respect and entire satisfaction of the engineer in charge.
1
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Providing and fixing automatic pannel board MU-G40 of L&T make for 35HP Submersible Motors make manufactured by parental company comparising MNX contacts and MN relays,overload and single facing protection conforming to IS-13947-4IEC-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.
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Providing ,laying ,jointing and testing and testing in trenches to (level or grade)HDPE pipes of following dia (H/M) class conforming to IS 4984,PE-100 and jointing the pipes through push type compression joints by hydraullically operated machines upto 110 mm diameter & butt fusion (Heat fusion process) above 110 mm diameter i.e necessary fittings,bends,tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest amendments & shall be provided as per site conditions.Flanging of the pipes shall be made as & where required confirming to code IS 8008 & IS 7634,stub ends will be welded on pipes & MS Flange shall be provided with slip on covered by epoxy coating/plastic powder.The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts.Jointing shall be complete in all respects to the entire satisfaction of Engineer-incharge including entire carriage of materials upto all leads and lifts.
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110 mm ;PN 6 class,PE-100
168
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90 mm;PN 6 class,PE-100
2278
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75 mm ;PN 6 class,PE-100
800
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Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 90 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
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Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 75 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
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Providing & fixing Valve Box for hydrant Size 12" Box (Rectangular) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
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Restoration charges for road crossing as per HPPWD norms for Kachha Road/Shoulders
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OL-7 to OL-8,MDT to S-Tank,Tee-1 to OL-32 & Tee-1 to OL-29
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