Himachal Pradesh Agriculture Development Society Tender
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Himachal Pradesh Agriculture Development Society Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date22 Dec 2023
Closing Date3 Jan 2024
Tender AmountRefer Documents
Costs
EMD
₹ 47,500Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HPCDP_83068_1Bid Award Id
ViewTender No
No. Agr. HMR. DPMU (G) (7) P-II 2023-24 Tender1936Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://hptenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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.
2.96
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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.
2.03
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Supplying and filling in plinth with sand under floors,including watering,ramming,consolidating and dressing complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in Charge.
1.02
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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) all work upto plinth level 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.
6.4
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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 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.
50.75
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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.
1548.49
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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.
151.54
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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.
37.3
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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.
56.37
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Columns, Pillars, Piers, Abutments, Posts and Struts complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
23.32
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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.
14.42
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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.
17.62
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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.
20.44
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Providing & laying no fine concrete 1:4 based on cement concrete 1:2:4 with 20 mm nominal size complete in all respect as per entire satisfaction of engineer in charge
5.29
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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.
1.61
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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.
3.82
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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.
4.67
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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.
5.17
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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) all work upto plinth 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.
34.84
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Providing and laying cement concrete 40 mm thick 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) 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.
29.53
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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) finished with a floating coat of neat cement,including cement slurry,but excluding the cost of nosing of steps etc. in foundation and plinth 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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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
7.58
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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
7.35
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Half Burnt brick 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 1:4 (1 cement : 4 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in Charge
1.81
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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.
2530.14
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Providing & laying Damp Proof Course 40mm thick with cement concrete 1:2:4 (1 cement:2sand: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.
2.69
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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
2.69
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6 mm cement plaster in cement mortar 1:3 ( 1 cement : 3 fine sand) in ceiling complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
13.51
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15 mm cement plaster on the rough side of brick wall in cement mortar 1:4 (1 cement: 4 Coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
67.36
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20 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.
58.5
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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.
6.12
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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.
14
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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.
6
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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.
12
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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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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.
19.07
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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.
43.4
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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.
37.48
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Providing & Fixing on wall face unplasticised Rigid PVC rain water pipes confirming to IS 12592 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. =2complete 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 laying 50mm thick in position cement concrete for plinth protection 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40mm nominal size,well rammed and consolidated and groiuted with fine sand,including necessary excavation,levelling & dressing & finishing the top smooth complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4.52
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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.
89.9
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Providing & fixing manual chain pulley of 1 ton capacity complete with all accessories 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 CI Sluice Valve 300 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 121.50 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 CI Sluice Valve 150 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 71.30 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
2
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Providing and Fixing CI Sluice Valve 100 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 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
2
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Providing and Fixing CI Sluice Valve 80 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 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
2
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Providing and Fixing CI Non return valve for rising main 100 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 49.00 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
2
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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.
1
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Providing circumferencial Butt welded joints by electrical arc welding to G.I pipe confirming to IS : 1239 : 2004 of 100 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.
75
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Providing, welding and fixing of M.S. flanges conforming to table 5, 100 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.
17
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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 & overflow 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 complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
18
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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 complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
516
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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
2042.85
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Providing & Laying, Jointing , Testing & Commisioning at site in trenches bevelled ended BIS Marked MSREW pipes 300 mm dia of various grade confirming to IS/ISO-3183-2012 L260 or X42 or equuivalent specifications latest with up to date amnendments of following dia having wall thickness and per Rmt weight as mentioned below & capable of withstanding required test pressure as per BIS code in random lengths of 6-7 mtr.The pipes end 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 and 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 its 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.
5
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Supply, Erection, Comissioning & testing of OPEN Well Submersible (Horizontal) set of KSB /Kirloskar /BS/Calama/Johanson/ make comprising to latest relevant BIS Code. The pump should be fitted with bronze impeller of suitable alloys as per IS 8034-1979 latest suitable for Clear water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP, RPM 2900 of reputed make conforming to BIS 9238-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The rate of pump set should include all items containing sr. no. 57.01 to 57.81, water level guards, erection clamps , cable clips and depth gauge etc. and suitable for operation on data given below complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge:-
1
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SITE CONDITIONS:-
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Location of site:-Khatrod
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The altitude of place in which the motor is intended to work in ordinary service.:580 mtrs.
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Humidity:- Humid during rainy season
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Nature of atmosphere:-Normal
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Detail of quality of water:- Clear water
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Water free from sand or not:-Free from sand
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Water corrosive or not:-Not corrosive
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Turbidity:-Less than 50 ppm
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Any other information if required.
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OPERATING CONDITIONS
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Type of current: AC. Three phase
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Operating frequency :50 Hz
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Rated voltage- 400(+/-)
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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 tenderer.
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No. of working hours per day.-20.00 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 Temperature of place to be specified 20°C to 42°C.
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MOTOR
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Ref. to BIS code-BIS 9283-1979 with upto date amendments
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Type of enclosure of motor.-As per BIS-4691-1985 (Latest)Continuous
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Type of duty :-Continuous
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Mechanical output in KW-Suitable for driving submersible pumps required for duties specified against pumps. To avoid overloading of motor a margin of about 15-20% may be kept in the rated output to prime Mover.
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Class of insulation -Class –B
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Max. Permissible temp. Rise of motor reqd. if different from that given in 8 (viii) above.-To be specified by the tenderer.
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Particulars of test reqd. & where they are to be conducted.-AS per terms and conditions attached.
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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:-As per BIS 9283-1979 or latest.
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Details of shaft extension required-
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Break way torque in terms of rated load torque and the corresponding break-way starting current which may be taken from the supply with the starting apparatus in circuit.-Break way torque to be given by the tenderer but the starting current should not exceed 2.5 times of the full load current.
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Nature of load and any information regarding the driven machine which has a bearing upon the torque reqd. during the accelerated period, the kinetic energy of the moving parts to be accelerated and No. of starts during a specified period. -To work the pump offered
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Where possible fault capacity of the system to which the motor is connected:-The motor should be able to withstand initial current of 2.5 times the rated current for two minutes without suffering damages or permanent deformations.
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PUMPS-
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Nos. of pumps required.-1No.
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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 :-Design Discharge 7.08 LPS
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Total head in meters:-24.50 mtrs
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Static head :-20.80 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 Rising main-1 (mtrs)
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Length of rising main:-36 Rmt
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Dia of rising main :-100 mm
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Turbidity of water 50ppm
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Drive type (Electric Driven)
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Limits of total head in which the pump is required to operate (-)15% to (10%) of total head
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Suction/Delivery size of pump To be specified by the tenderer.
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Efficiency of pump at
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a) Duty head
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b) (+) 10% head.
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c) (-) 15% head. To be specified by the tenderer (manufacturers certificate to be appended)
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Material of construction to be specified by tenderer
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Supply of DOL Star Delta of MEI/Kilburn make conforming to BIS 8544-1979 latest with upto date amendments for squirrel cage induction motor (make to be specified by the tenderers) mounted on panel board with magnetic type over laod release and gas-pots,time legs,under voltage release & initial oil filing of suitable capacity.1 No.
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Supply of MS. Angle iron steel sheet 16 SWG fabricated floor mounting closed (Almirah type) switch board comprising and capable of mounting the following accessories and with all internal electric connections, duly painted. The drawing of panel board shall be subject to approval of Engineer-in-Charge. 1 Nos.
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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 Nos.
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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 Nos.
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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.
-
-
-
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 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 Nos.
-
-
-
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. 1 Nos.
-
-
-
Supply of floor/wall mounted power factor shunt capacitor conforming to BIS: 2834-1986 latest with upto date amendments Baja/L&T/Asian/cromption make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of suitable rating each including cable of siemens/Gloster/ICC make form bus bar chamber to capacitor and also including L&T/LK/Kilburn make ICTP switches conforming to BIS –4064-1978 or latest with HRC fuses (range to be specified by the tendrerer). 1 Nos.
-
-
-
Providing and Fixing CI Sluice Valve PN-1.0 10.2Kg/cm² Kirloskar/Leader make i/c double flanged Sluice Valve Having Size one dia. Higher than Pump & capable of withstanding nominal seat pressure of 10.20 Kg/cm2 as per IS Code 14846:2000. 1 Nos.
-
-
-
Providing and laying suitable size copper PVC insulated armoured power 3.5 core cable conforming to BIS 1554 (part-I) –1988 of latest with upto date amendments siemen/IEC/ GICO/ Finolex/ closter/ICC make form meter of HPSEB- to MCB and form MCB to Bus bar switch and starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles, flexible pipe solder, nuts and bolts, cable glands, etc. laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer. 10 Rmt.
-
-
-
Supply Side: Suitable Size
-
-
-
Motor Side: Suitable Size
-
-
-
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 Nos.
-
-
-
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, 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.
-
-
-
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 Nos.
-
-
-
Providing and laying delivery pipe 80 mm dia. GMS Tubes (Medium Class) (IS:1239 - 2004) jointed with MS flanges of table-5 as per IS: 6392-1971 (upto a length of 20 mtrs ) including rappers, flanges, rubber gaskets, nuts and bolts and specials upto 5 mtrs away from the outer wall of pump houses as per layout drawings approved by Engineer-in-Charge.(From Pump to Common header) 1 Job
-
-
-
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
-
-
-
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
-
-
-
Providing and fixing M-POWER MODULE, L&T make for mobile controller Vide Cat no.GSM 03010000 of reputed make confirming to standard with upto date with supply 160-500 v . AC- 50 hz .single phase /three Phase wire including cabling computed to delivery resultscomplete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
-
-
Providing and fixing capacitor -15 kvr with mobile set including sims with message pack complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
-
-
Providing and fixing automatic pannel board MU-G40 of L&T make for 35HP Submersible 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 complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
-
-
Supply, Installation, Comissioning & testing Horizontal spindle,Horizontal split casing/end suctions(back full out arrangments) single/multistage centrifugal pump or combination of pump in series of recommended make such as Mather and platt/KSB/Kirloskar as per IS-1520-1980(latest upto date amendments) read with IS 9137-1978 or latest edition suitable for ;lifting clean water for under mentioned characterstics with bronze impellers/priming funnels,casing rings 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 baser plate b(base plate to be from the manufactures of the pumping unit only) to ring/squirrel cage screen protecteddrip proof induction motor of standard make such as KSB/Kirloskar/M&P/Becon suitable for operation on 400(+/-)10%volts,50 cycles/second,3 phase AC electric supply.The power of electric motor should be atleast 10% in excess of the maxmimu power reuired by the pump in the operation range (+)10% and (-)15% of the duty point ahead .The motor should be as per IS 325-1978 with upto date amendements read with IS:900-1972.It should include flow meter,cost of bearing buts,bolts and poiniting etc. and should meet the following requirements.the pumping set should include water level water level guards i/c cable,erection clamps,cable clips and depth guage etc. and any other item/fittings required as per site conditions and suitable for operation on data given below 61.01 to 62.32 complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge:-
1
-
-
PUMPS- 1 No.
-
-
-
Make
-
-
-
Model
-
-
-
No of Stages
-
-
-
Material manufacturers certificate to be appended performances
-
-
-
Head(H)
-
-
-
Discharge(Q)
-
-
-
BHP absorbed
-
-
-
Efficiency(n)
-
-
-
NPSH(K)
-
-
-
MOTORS (Specifications)
-
-
-
Make
-
-
-
Model
-
-
-
Motor rating (KW)
-
-
-
Speed
-
-
-
Insulation
-
-
-
Coupling
-
-
-
Base Plate
-
-
-
Dischrge(Q)-6.44 lps
-
-
-
Total Dynamic Head:-42.390 Mtr.
-
-
-
LWL(h):-598.8 mtr
-
-
-
Shaft Level:-598.5 Mtr.
-
-
-
Level at Dischrge point:-631.2 Mtr.
-
-
-
Suction lift:- -.3 mtr.
-
-
-
Residual Head:-1 Mtr
-
-
-
Static head :-32.7 mtrs
-
-
-
Rising Main:-
-
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-
Length of rising main:-480 Rmt
-
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-
Dia of rising main :-100 mm
-
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-
Pumping Hours: 20 Hours
-
-
-
Providing ICTP switches with HRC fuses/side handle operated change over switch of Havells/L&T/standard /cromption make for required motor of suitable capacity and conforming to BIS: 4064(Part-II)-1978 latest with upto date amendments. 1 No
-
-
-
ICTP Switches
-
-
-
Make
-
-
-
Model
-
-
-
Capacity: Suitable Capacity
-
-
-
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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-
Panel/Switch Board
-
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-
Drawing
-
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-
Layout Plan
-
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-
Providing and fixing MCB/oil Circuit breaker of suitable capacity of Havells/standard/MDS/Jyoti/Kilburn make to feed motors offered by the tenderer conforming to BIS: 2516(Part-II)-1985 latest with upto date amendments with neutral linked under voltage release. 1 No
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M.C.B
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-
Make
-
-
-
Type
-
-
-
Range: Suitable Capacity
-
-
-
Providing and fixing ECLB of suitable capacity of Havells/standard/MDS/Jyoti/Kilburn make to feed motors offered by the tenderer conforming to BIS: 2516(Part-II)-1985 latest with upto date amendments and of suitable range which should have control box,operating handle & trip/reset button on/off of indicators,reindicating off spring condition of the circuit breaker for over current protection.The circuit should be equipped with magnet thermal release with mettalic tape CTS.Should be fitted with earth fault for tripping of breaker on occurence of Earth fault 1 Nos.
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-
E.L.C.B
-
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-
Make
-
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-
Type
-
-
-
Range: Suitable Capacity
-
-
-
Providing and fixing of voltage monitor relay 3 phase of AE/L&T Rishab make with all protection and usual indicator and electric siren against single phasing,low voltage,high voltage,reverse phasing,overloading and phase voltage differences confirming to IS 1248(Part-II)-1983 latest with all upto date amendments 1 Nos.
-
-
-
Voltage relay monitor
-
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-
Make
-
-
-
Type
-
-
-
Range: 380-440 volts
-
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-
Providing & Fixing Voltmeter AC supply, 125 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(Part-II)-1983 latest with upto date amendments. 1 Nos.
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-
-
Voltmeter
-
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-
Type
-
-
-
Make
-
-
-
Range:-0-500V
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-
-
Providing & fixing of Power Factor meter of AE/L&T Rishab make as per IS:1248(Part-V)-1983 with latest upto date amendments and of suitable rating 1 Nos.
-
-
-
Power Factor Meter
-
-
-
Type
-
-
-
Make
-
-
-
Providing & fixing of Frequency meter of AE/L&T Rishab make as per IS:1248(Part-V)-1983 with latest upto date amendments and of suitable rating 1 Nos.
-
-
-
Frequency meter
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-
Type
-
-
-
Make
-
-
-
Range:Suitable Rating
-
-
-
Providing & Fixing 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 amendments of suitable rating. 1 Set.
-
-
-
Bus bar chamber
-
-
-
Type
-
-
-
Make
-
-
-
Range:Suitable Rating
-
-
-
Providing & fixing 3 phase indicator lamps complete with toggle switches for individual motors conforming ti BIS 3452 part I & II latest with up to date amendments 1 Set.
-
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-
3 phase indicator
-
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-
Type
-
-
-
Make
-
-
-
Range:-Suitable range
-
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-
Providing & fixing of ammeter AC supply,125mm square type auto electric of AE/L&T Rishab make of suitaable capacity for above motor with selector switches confirming to IS 1248(PartII)-1983 latest with upto date amendments 1 Nos.
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Ammeter
-
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Type
-
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Make
-
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-
Range: Suitable range
-
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-
Providing & 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 .95 for direct connections to induction motor individually of required KVA Rating according to H.P of motor offered including cables as per relevant ISI Code(of Siemens/Gloctor/IEC make) from bus bar chamber to capacitor as per IS:4064-1978 with upto date amendments 1 Nos.
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Capacitor
-
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-
Type
-
-
-
Make
-
-
-
Suitable range
-
-
-
Providing & Fixing of Suitable DOL/Star Delta Starter of L&T/Siemens/Crompton make as per IS 8544(Part-I)-1967 with upto date amendments for squirrel cage/slipring motor mounted on panel board with magnetic type over load release and dashpot ,time lag,under voltage release,with or without intial oil filing as the case may be with single phase preventor as per IS:1248(P-V)1983 with upto date amendments 1 Nos.
-
-
-
Starter
-
-
-
Type
-
-
-
Make
-
-
-
Single Phase Preventor
-
-
-
Type
-
-
-
Make
-
-
-
Providing & fixing of 50mm dial hour run meter of CEE/NEE/reputed make of four digit capacity confirming to BIS 722(latest Edition) 1 Nos.
-
-
-
Hour Run Meter
-
-
-
Type
-
-
-
Make
-
-
-
Range:-Suitable rating
-
-
-
Providing and laying suitable size copper PVC insulated armoured power cable of suitable size and capacity to motors and other electrical equipments 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. 12 Rmt.
-
-
-
Supply Side: Suitable Size
-
-
-
Motor Side: Suitable Size
-
-
-
Providing & fixing double loop earthing and G.I plate 600mm*600mm*3mm thick electrode complete with material such as thimbles nuts and bolts,charcoal and common salt, 25mm*6mm G.I strips &G.I wire as per IS 3043:1987 with upto date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect 1 Job
-
-
-
Providing & Flaying of antivibration pads confirming to BIS 6337-1971 or latest with up to date amendments. 1 Job
-
-
-
Providind & 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 P.N-1.0(10.2 Kg/Cm^2) as per IS 780-1964(Part-I) with MS Flange of Table 5 as per IS 6392-1971 & Welding of MS Flanges in two layers on both faces complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge 1 Nos.
-
-
-
Sluice valve(80mm Dia)
-
-
-
Make
-
-
-
Class PN 1.0
-
-
-
Seat Pressure 10.20 Kg/cm^2
-
-
-
Material C.I
-
-
-
Provide CIDF Swing type Non return Valve PN-1.60 IS 5312 (Part-I & II) CI Body,Door/Bronze to rubber rings SS 410 Hinge Pin Construction
-
-
-
Non Return Valve(80 mm Dia)
-
-
-
Make
-
-
-
Class PN 1.0
-
-
-
Seat Pressure 10.20 Kg/cm^2
-
-
-
Material C.I
-
-
-
Providind & Fixing double flanged cast iron/ cast steel non return valve of Leader/Kirloskar/kartar of required dia as per the size of delivery line withstanding nominal seat pressure of P.N-1.0(10.2 Kg/Cm^2) as per IS 780-1964(Part-I) with MS Flange of Table 5 as per IS 6392-1971 & Welding of MS Flanges in two layers on both faces complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge 1 Nos.
-
-
-
Providing & fixing of 100mm dia circular dial Pressure gauge of Feibig/Bourden make 0-16 kg/cm^2) range of feibig make all accessories such as stop cock,copper tubing etc,confirming to BIS 3624-1987 latest with upto date amendments 1 Nos.
-
-
-
Pressure gauge
-
-
-
Make
-
-
-
Range:-0-52 kg/cm^2
-
-
-
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
-
-
-
Providing & Fixing double flanges G.M.S piping work layout to be approved by the Engineer-in-charge for suction and delivery pipes suitable to pumps offered and common header as per the rising main respectively complete with all specials such as bend,tees reducers/increases with companion flanges matching with the relevant specifications of the accssories indicated in the drawing No.2 including rubber/asbestos gasket of minimum 3 mm thickness as per IS2712-1979 and required no of nuts and bolts as per IS 1364-1983,tees,bends,tapers & any other fitting requires as per site conditions .The pipes shall be as per relevant IS Code 1239:2004 and to withstand 1.5 times total head stipulated under item No.Ist G.M.S Tuine Confirming to IS 1239-1990(Part-I)(Medium Class) flanges with M.S Flanges of Table-5
-
-
-
Suction Pipe
-
-
-
Make
-
-
-
Grade
-
-
-
Thickness
-
-
-
Pressure rating
-
-
-
The size of various components to be as under and will extend upto 5 metres from the outer wall of the pump house in the direction to be jointed
-
-
-
Suction Pipe:100 mm Dia
6
-
-
Delivery Pipe: 80 mm dia
6
-
-
Evaluation Notes How It Works ?
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