Himachal Pradesh Agriculture Development Society Tender
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Himachal Pradesh Agriculture Development Society Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date19 Sep 2022
Closing Date11 Oct 2022
Tender AmountRefer Documents
Costs
EMD
₹ 51,500Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HPCDP_65199_1Bid Award Id
ViewTender No
No.Agr.HMRDPMU(G)(7)P II 2021 22 594 dt19.09.2022Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://https://hds.hp.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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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) 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.
12.92
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Providing and laying in position cement concrete 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
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Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
5.22
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Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in :
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Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
23.46
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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.
8.15
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In 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.
3.51
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Providing and laying in position reinforced cement concrete 1:1:2 ( 1cement : 1 sand : 2 graded stone aggregate 20 mm nominal size) and curing complete:
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In foundation, beams, suspended floors, roofs having slope landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
5.28
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In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
10.7
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Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand) including entire carriage of materials upto all leads, lifts and heights complete in all respect as per direction & entire satisfaction of the Engineer-in-Charge.
65.37
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Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including 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.
186.45
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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
239
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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.
17.11
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Edges of slabs and breaks in floors and walls complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
18.24
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Lintels, beams, plinth beams, girders, bressumers and cantilevers complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
14.27
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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.
35.77
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Boulder / Stone filling under floor/ apron / behind retaining walls with consolidating & dressing etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3
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Wire Crate of G.I. wire filled with boulders with square cut faces angainst the wire (Wire Crates to be measured and paid for separately) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
11.7
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Wire Crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separetly) G.I. Wire 5.00 mm thick corresponding to SWG-8 15 cm x 15 cm mesh complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
103.72
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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.
3423.96
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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.
631.62
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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 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.
11.32
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6mm cement plaster in cement mortar 1:3( 1 cement : 3 fine sand) in ceiling complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
17.11
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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.
101.86
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Providing and laying 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 in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
12.28
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Providing and fixing 1mm thick M.S. sheet garrage door with frame and diagonal braces or 40x40x6 mm angle iron 3.15 mm M.S. gusset plates at junctions and corner 25 mm dia pully 40x40x6 mm angle and T-iron guide at the top and bottom respectively, including applying a primer coat of red lead paint complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6.12
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Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden/ steel frames of windows and clerestory windows (M.S. grill) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
38.79
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Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
14
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Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
10
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Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
36
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Providing and fixing on wall face C.I.rain water pipe 100 mm dia including fitting the joints with spun yarn and cement mortar 1:2 (1 cement :2sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6.8
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Finishing with epoxy paint (two or more coats) at all locations prepared on steel work and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
15.63
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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.
101.86
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Applying priming coat over new steel & other metalled surfaces & i/c preparing the surface by thoroughly cleaning oil,grease & dirt & other foreign matter scoured with wire brushes fine steel wool srapers & sand paper along with ready mixed priming paint brushing red lead, red-oxide/zinc oxide chrome complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
23.25
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Painting two coats excluding priming coat over new steel & other metal surfaces with ready mixed paint to give an even shade i/c cleaning the other foreign matter sand papering & stopping complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
17.13
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Providing and fixing M.S fan clamp type 1 of 16 mm dia M.S bar bent to shape with hooked ends in R.C.C slab during laying including painting the exposed portion of loop, all as per standard design complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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Providing plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted 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.
4.75
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Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239: 2004 of 125 mm dia, medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. including flushing , cleaning and hydraulic testing of pipe complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
78
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Providing, welding and fixing of M.S. flanges of joints at suitable reaches, conforming to table 5 as per IS:6392-1971 (latest with upto date amendments) with plain end and welding of MS Flanges with G.I. Pipes/ MSERW pipes of 125 mm dia in two layers on both faces to make the joint leak proof (the cost of providing and laying of G.I.Pipes/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 including cost of gasket sheet nuts & bolts. The thickness of gasket not less than 3.00 mm conforming to IS : 2712-1998. The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts.
10
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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.
496
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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,welded in requisite numbers of weld runs to make the joint leak proof so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - Citojet / ESAB make conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
78
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Providing, welding and fixing of M.S. flanges @ 1% of joints at suitable reaches, conforming to table 5 as per IS:6392-1971 (latest with upto date amendments) and welding of MS Flanges with G.I. Pipes/ MSERW pipes of 100 mm dia 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 including cost of gasket sheet nuts & bolts. The thickness of gasket not less than 3.00 mm conforming to IS : 2712-1998. The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts.
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Providing and fixing CI Sluice Valve of following dia & class of Leader / Kartar / Kirloskar make 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.
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125 mm dia, PN-1.0 (10.2 Kg/cm²)
7
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100 mm dia, PN-1.0 (10.2 Kg/cm²)
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Providing and fixing CI Non Return Valve of 100 mm dia, PN-1.0 (10.2 Kg/cm²) of Leader / Kartar / Kirloskar make 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.
2
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Providing, laying, jointing, commissioning & testing in trenches HDPE pipes of following diameters & classes as per IS 4984 (1995) and jointing the pipes with push type compression joints by hydraulically operated machines, butt fussion welding & electro fusion welding machines i/c necessary fittings, bends, tees, unions, flanges, collars & reducers etc. confirming to IS 8360 & IS 8008 with latest ammendments & shall be provided as per site conditions. Flanging of the pipes shall be made as & where required. Jointing shall be confirming to IS code 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. All manufacturing maerial used shall be in accordance to IS 4427-2007 (latest revision) with 100 % virigin pre-compounded or natural PE resin. Jointing shall be complete in all respects i/c testing at site upto entire satisfaction of the Engineer-in-Charge.
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90 mm dia HDPE pipe (PN 4.0, PE 80)
865
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110 mm dia HDPE pipe (PN 4.0, PE 80)
340
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125 mm dia HDPE pipe (PN 4.0, PE 80)
455
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Providing and fixing of 75 mm hydrant with main or submain line including HDPE Riser 75 mm double threaded PN-6.0, 75 mm PP ball valve, bend, male female coupler threaded PN-6.0, service saddle PN-6.0 and elbow bend with steel clamp complete in all respect and jointing by butt fusion process (as per requirement of main & sub main line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
20
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Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4
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Writing new letters and figures of any shade with synthetic enamel black or any other approved colour to give an even shade as per drawings and technical specifications clause 1701 in English and roman, hyphen, commas and the like not to be measured and paid complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2751
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with all lead and lifts complete in all respect to the entire satisfaction of the Engineer-in-Charge.
9
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Supplying & stacking of 63 mm to 45 mm size stone aggregate complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.52
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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.52
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Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
9
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Surface dressing on new surface with paving bitumen of grade VG - 10 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
9
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Supply, installation, testing & commissioning horizontal spindle, horizontal split casing/end suctions (back full out arrangement) single/ multistage centrifugal pump or combination of pump in series of recommended make such as Mather and Platt/KSB/Kirloskar as per IS-1520-1980 (latest with up to date amendments) read with IS: 9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze impellers/priming funnels, casing ring and shaft sleeves of bronze, shaft of steel grade EN-8 with cast iron casing coupled directly through a flexible coupling on a MS/Cast steel base plate (base plate to be from the manufacturers of the pumping unit only) to ring/ squirrel cage screen protected drip proof induction motor of standard make such as Kirloskar/Crompton/NGEF suitable for operation on 400 (+/-) 10% volts, 50 cycles/second, 3 phase AC electric supply. The power of electric motor should be at least 10% in excess of the maximum power required by the pump in the operation range of (+) 10% and (-) 15% of the duty point head. The motor should be as per IS: 325-1978 with up to date amendments read with IS: 900-1972. It should include flow meter, cost of bearing nuts, bolts and pointing etc. and should meet the following requirements. The pumping set should include water level guards i/c cable, erection clamps , cable clips and depth gauge etc. and any other item/ fittings required as per site conditions and suitable for operation of pumping machinery on data given below:- (Note: The rate quoted by the bidder should be inclusive of all the items as listed below and the bidder is required to fill & upload/submit the bid evaluation sheet for pumping machinery mentioned in the bidding document with the technical proposal)
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Specification
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(a)Pumps:
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(i) Make
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(ii) Model
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(iii) No's of Stages
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(iv) Material manufacures certificate to be appended Performances
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(a) Head (H)
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(b) Discharge (Q)
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(c) BHP absorbed
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(d) Efficiency (n)
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(e) NPSH (K)
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(b) Motors: (Specification)
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(i) Make.
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(ii) Model
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(iii) Motor rating (KW)
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(iv) Speed
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(v) Insulation
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(c) Coupling:
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(d) Base plate.
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Discharge (Q) : - Total: 9.55 LPS & 4.77 LPS foe each set
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Total dynamic head : 91.27 Mtr.
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(a) LWL (h) : 852.60 Mtr.
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(b) Shaft level : 855.00 Mtr.
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(c ) Level at discharge point : 928.00 Mtr.
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(d) Suction lift : 2.40 Mtr.
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(e) Residual head : 1.00 Mtr.
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(f) Static head : 73.00 Mtr.
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(g) Rising Main :
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(i) Length 470.00 Mtr.
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(ii) Dia. : 100 mm
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(iii) Pumping Hours : 20 Hours
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Provding & fixing 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.
2
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Provding & fixing of Capacitor/ shunt capacitor of Crompton / L&T / Asian make as per IS ; 2834-1968 with upto date amendments,to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. of motor offered including cables as per relevent ISI code ( of Seimens / Glocter / IEC make ) from bus bar chamber to capacitor as per IS : 4064-1978 with upto date amendments .
2
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Provding & 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 initial oil filling as the case may be with single phase preventor as per IS : 1248 ( P-V ) 1983 with up to date amendments.
2
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Providing ICTP Main Switch with HRC fuses / side handled operated Change over switch of L&T / Crompton / Standard / Havells make for required motor and having capacity 30% extra of the operational rating of motor as per IS: 4064 (Part-II) -1978 latest with up to date amendments.
2
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Provding & fixing of MCB of suitable capacity of Havells/Standard/MDS/Jyoti/Kilburn make on incoming feeder motors with or without initial oil filling as the case may be offered by the tenderer conforming to IS: 2516 (Part-II)-1985 latest with upto date amendments with neutral linked under voltage release.
2
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Provding & fixing of ELCB of Havells/ Standard make as per IS: 2516 (Part-II)-1985 with up to date ammendments and of suitable range which should have control box , operating handle & trip / reset bush button on / off of indicators, reindicating off spring condition of the circuit breaker for over current protection. The circuit should be equiped with magnet thermal release with metallic tape CTS. It should also be fitted with earth fault for tripping of breaker on occurence of Earth fault.
2
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Provding & fixing of Ammeter AC supply, 125 mm square type auto electric of AE/ L&T Rishab make of suitable capacity for above motor with selector switches conforming to IS-1248 (Part-II) -1983 latest with upto date amendments.
2
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Provding & fixing of 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 IS-1248 (Part-II) -1983 latest with upto date amendments.
2
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Provding & 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 difference conforming to IS-1248 (Part-II) -1983 latest with upto date amendments.
2
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Provding & fixing of Power Factor Meter of AE/ L&T Rishab make as per IS: 1248 (Part-V) -1983 with upto date amendments and of suitable rating.
2
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Provding & fixing of Frequency Meter of AE/ L&T Rishab make as per IS: 1248 (Part-IV) -1983 with upto date amendments and of suitable rating.
2
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Provding & fixing of 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 BIS 5578-1985 all latest with upto date amendmentsof suitable rating.
2
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Provding & fixing of 3 phase indicator lamps complete with toggle switches for individual motors conforming to BIS 3452 part I & II latest with up to date amendments.
2
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Provding & fixing of 50 mm dial Hour run meter of CEE/NEE/ reputed make of four digit capacity confirming to BIS 722 (latest edition) / recommendations.
2
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Provding & fixing of 100 mm dia circular dial Pressure Gauge of Feibig/ Bourden make 0-16 kg/cm2 range of feibig make with all accessories such as stop cock, copper tubing etc, conforming to BIS: 3624-1987 latest with upto date amendments.
2
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Provding & flaying of anti vibration pads confirming to BIS 6337-1971 or latest with upto date ammendments of suitable size of above machinery.
2
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Providing and laying of copper PVC insulated armoured power cable of suitable size and capacity to motors and all other electrical equipments conforming to BIS 1554 (part-I) –1988 or latest with upto date amendments siemen/closter/ICC make form meter of HPSEB- to MCB and form MCB to Bus bar switch and starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles, flexible pipe solder, nuts and bolts, cable glands, etc. laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer.
Supply Side - Sutaible Size
Motor Side - Sutaible Size
10
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Providing and fixing double loop earthing and G.I. plate 600mmx600mmx3mm thick electrode complete with material such as thimbles, nuts and bolts, charcoal and common salt, 25mmx6mm G.I. strips & G.I. wire as per IS: 3043-1987 with up to date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect.
2
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Provding & fixing double flanged cast iron/ cast steel sluice valve of Leader /Kirloskar/Kartar of required dia as per the size of delivery line withstanding nominal seat pressure of PN-1.0 (10.2 Kg/cm²) 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.
2
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Provding & fixing double flanged cast iron/ cast steel non return valve of Leader /Kirloskar/Kartar make of required dia as per the size of delivery line withstanding nominal seat pressure of PN-1.0 (10.2 Kg/cm²) as per IS 5312-1984 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.
2
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Providing double flanged Cast iron foot valve of Leader /Kirloskar/Kartar make of required dia as per the size of suction pipe withstanding nominal seat pressure of PN-1.0 (10.2 Kg/cm²) as per IS 4038-1986 & IS –1414/ API-600(class, ASA-150) 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.
2
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Providing and fixing double flanged G.M.S. piping work layout to be approved by the Engineer-in-Charge for suction and delivery pipes suitable to pump(s) offered and common header as per the rising main respectively complete with all specials such as bends ,tees reducers/ increasers with companion flanges matching with the relevant specifications of the accessories as indicated in the drawing No.2 including rubber/asbestos gasket of minimum 3mm thickness as per IS 2712-1979 and required number of nuts and volts as per IS: 1364-1983, tees, bends, tapers & any other fitting required 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.TUBE Conforming to IS: 1239 – 1990 (part – I) (Medium class) flanged with M.S. flanges of Table-5.
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Suction pipe
6
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Delivery pipe
6
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And will extend up to 5 meters from the outer wall of the pump house in the direction to be jointed.
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Providing & erection of electricity system in the pump house with one fan, two CFL (1 inside & 1 outside), one 5amp socket, one 16 Amp. socket inner side of pump house complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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