Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Eprocure
Opening Date16 Sep 2021
Closing Date25 Sep 2021
Tender AmountRefer Documents
Costs
EMD
₹ 73,840Document Cost
₹ 800Tender Fee
Refer Documents
Summary
Aug Of Lwss Shilla Bona Sarga Kushwa And Kindla In Nirmand Block Tehsil Anni Distt. Kullu Hp
Description
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Contact
Tender Id
2021_HPIPH_52387_1Bid Award Id
ViewTender No
9832-80(Anni-3)Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
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Documents
BOQ Items
Providing and laying cement concrete 1:4:8(1cement: 4sand:8graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts: a) Foundation and Plinth.
26
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Providing and laying cement concrete 1:6:12(1cement: 6sand: 12 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth
22
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Providing and laying cement conc 1: 1½ :3 (1cement:1:1½ sand :3 graded stone agg. 20mm nominal size) and curing com-plete excludidng cosot of form work and reinforcement for RCC work in foundation and plinth with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge in:-
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Foundation,footing basis of columns & the likeand mass concrete.
24
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Walls (any thickness) but not less that 0.10 Mtrs. hick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels.
36
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Suspended floors, roofs, landings, shelves and their supports balconies, beams girders bressumers and cantilevers upto floor two levels
10
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Arches up to floor two level
3
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P/L cement conc. 1:2:4(1 cement:2 sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cosot of form work and reinforcement of RCC work in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.
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foundation footing and bases of columns & like mass concrete.
2
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In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level
23
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Stair cases (except spiral stair cases) excluding landing I/c preparation of surfaces
2
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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 centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping & centring below supporting floor to ceiling not exceeding 4 Mtrs. & removal of the same for insitu-reinforced concrete & plain concrete work in:
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Flat surface such as soffits and suspended floors, roofs, landings and the like: Floors etc. up to 200mm in thickness within all leads and lifts
76
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Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like
361
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Foundation,footing basis of columns & the like and mass concrete.
7
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Slopping and battering surfaces I/c folding plates where inclination to horizontal plane not exceeding 30 degrees.
23
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Edge of slab and break in floor and walls under 200cm. Thickness within all leads and lifts.
75
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Stair cases (except spiral stair cases) excluding landing i/c preparation of surfaces.
13
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Providing from work of ordinary timber planking’s so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooden battens & ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ reinforced concrete and plain concrete work with in all leads and lifts as per the direction of the Engineer-in-charge in :-
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Providing tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.
8587
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Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1cement:3 sand) with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge.
54
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Steel work welded in built up sections,trusses & framed work i/c cutting, hoisting & fixing in position & applying a priming coat of red paint :-In grating, framed ,guards, bars, ladders, railing,brackets & similar works with in all leads and lifts as per the entire satisfaction & direction of the Engineer Incharge
262
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Providing and laying No fine concrete in 1:4 (1cement: 4stone aggregate 40mm nominal size) and curing complete with weep hole or pores etc. curing complete excluding cost of form work and reinforcement for reinforced concrete work including all leads and lifts.
0.2
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C/O Dry rubble masonry in breast wall/ retaining wall, and revetment walls and parapet wall etc. including all leads and lifts
82
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Boulder filling under floor as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts.
27
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Half Brick work with conventional using comman burnt clay building bricks in super structure up to floor two level First class brick in cement motor 1:4 (1cement:4 sand) with in all leads and lifts as per the entire satisfaction & direction of the Engineer in charge.
82
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Brick work using comman burnt clay building bricks in foufation with C.M 1:6 ( 1 cement :6 Sand ) with in all leads and lifts as per direction & satisfaction of Engineer -in-charge.
4
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Providing and fixing pressed steel door, frames, manufactured from comercial mild steel sheet of 1.25 mm thickness including hinges jump block Jamb, beed, and if required angle threshold of mil steel angle of section 50x25mm or base ties of 1.25mm pressed mild steel welded or regidly fixed together by machanical means adjustable lugs with split and tails to each Jamb i/c steel but things 2.5mm thick with guards lock strike plate and shock as specified and applying a coat of applying steel primer after pretreatment of the surfaces directed by the Engineer-in-charge
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i) Profile- A
15
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iii) Profile- C
22
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Providing and fixing panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright 2nd class deodar wood 40mm thick including entire carriage of material as per satisfaction of E-in-charge.
4
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Providing and placing in horizontal layers filtering media duly graded, screened cleaned and washed as per specified in all respectas per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.
-
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Top layer : Fine sand( Eff. Size 0.2mm to 0.4mm and uniformity co- effcient 2 to 3mm)
61
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Second layer: Coarse sand, 3mm to 6mm
11
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Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100 mm thick foundation concrete 1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete.600 x 600 x 750 mm inside size With 150 mm thick walls of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways with in all leads and lifts as per the entire satisfaction & direction of the Engineer Incharge .
17
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Providing & fixing Precast (SFRC) manhole cover 560 mm dia Internal dia Medium Duty) with frame the weight of cover and frame should not be less than 100 kg. as per direction & satisfaction of the Engineer in charge upto all lead & lifts.
13
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Providing & fixing C. I. man hole cover having frames size of 500mm internal dia Medium duty. The weight of cover & frame should not be less than 116 Kg. complete in all respect.including all leads and lifts
3
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White washing with lime on undecorated wall surfaces(two coats) to give an even shade I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.
359
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Precast terrazo tiles 20m thick (with marble chipsof specified shadeand of specified laid in floor treads of steps and landingon bed on10mm thick cement plaster 1:6 (1cement6sand) jointed withneat cement slurry mixed with pigment to match the shade of tiles. selvary grey
86
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In Skirting & riser of steps and dado incement plaster 1:3 (1cement:3sand) and jointed with white slurry. Selvary grey 15 mm thick
8
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Stone soling properly hand packed filling interstices with spalls and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. 100mm spread thickness (finished work including materials and labour) within all leads and lifts and as per directed by the Engineer-in-charge.
8
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Providing and laying brick tiles over mumty roofs grouted with cement mortar 1:3 over a 12mm layer of cement mortar 1:3 and finished needly within all leads and lifts and as directed by the Engineer-in-charge.
23
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Providing and placing ( at all hights) polyethylene water storage tank ISI-12701 Marked indicating the BIS license no. with cover & suitable locking arrengement & making necessary holes for inlet, outlet & over flow pipes includingall fittings & float balve excluding the base support for tank ( Sintex, Electroplast, Star, Lotus or euqivalent having valied ISI license). 300 lts. capacity.
1
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Providing and fixing to wall ceiling and floor galvanised mild steel tubes (Medium grade) tube fittings and clamp including making good the wall ceiling and floor in all leads and lifts.) 15 mm nominal bore
12
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Providing and fixing vitreous china wash down water closet (Anglo Indian, W.C pan) with integral P or S trap including jointing the trap with soil pipe in cement mortar 1 : 1 ( 1 cement 1 sand) ( Seat and cover to be measured and paid for separately) (White colour)
1
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Providing and fixing plastic seat (Solid/Hollow type) and cover for wash down water closet with C.P. brass hinges and rubber buffers :- solid type white plastic seat and cover in all leads and lifts.
1
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Providing and Fixing PVC low level flushing cistern with manually controlled device ( handle lever) coforming to IS: 7231, with all fitting & fixtures complete10 ltrs capacity- White.
1
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Providing and Fixing PVC/ GI inlet connection for flush pipe connecting with WC pan ISI marked complete including fixing with approved etc.
1
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Providing and fixing brass stop cock ( Concealed) of standard design & of approved make coforming to IS: 8931. 15mm nominal bore. complete in all leads and lifts.
1
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Providing and fixing CP brass angle balve of standard design & of approved make. 15mm nominal bore. complete in all leads and lifts.
2
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Providing and fixing CP water jet including connection pipe with check nut complete in all leads and lifts.
1
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Providing & fixing PVC pipe of 10.00 Kg. F/Cm Sqm. Working pressure including fittings as per requirement at site. 110 mm OD.
10
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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 separately) i/c all leads and lifts. (a) G.I.Wire 5mm thick corresponding to SWG-6 (15Cmx15cm.Mesh).
97
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Wire crate made of G.I wire filled with boulders with square cut faces against the wire (Wire crate to be measured and paid for separately)in all leads and lifts as per the direction of Engineer-in-Charge.
6
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Laying jointing of G.I pipes (L.G) ,tube fitting in trenches i/c earth work complete for inlet and scour pipe including all leads and lifts. 100mm (L.R)
48
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65mm
198
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50mm
31
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Providing and fixing gun metal wheel valve (with hand wheel ) including all leads and lifts
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50mm
6
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Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300mm dia.(i/c brass spindle & as per 2906-1984class-II for dia. 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if req-uired shall be measured & paid for separatly including all leads and lifts:
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65mm
24
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100mm
9
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Laying, jointing and testing in trenches galvanized mild steel screwed & socketed /flanged pipes of following diameter and class, tube fittings in trenches i/c carriage of pipes from Sub-Divisional Store to site of work,(Earth work in trenches to be measured and paid for separately) complete in all respect and to the entire satisfaction of the Engineer-in-charge: (LR):
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65 mm dia
3035
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Providing , laying,jointing ( by way of circumfrential butt welded joints by electrical arc welding ) and testing in trenches ISO : 3183 confirming to L-210 pipe of following dia meters (latest with upto date amendments) steel gradeA having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe will include all operations such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials made form the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).
-
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MSERW pipe 80mm dia Wall thichness 5.50mm. Butt welding from RD 0 to 600 =600 Rmt Ist stage @ 95% butt welding = 570 rmt.
570
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Providing , laying, fixing, jointing and testing in trenches ISO:3183 L-210 pipe of following dia meters (latest with upto date amendments) steel grade A having wall thickness as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube, provinding and welding of MS flanges detailed as below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in two layers (two inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe will include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials made form the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & directin of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).
-
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MSERW pipe 80mm dia Wall thichness 5.50mm. Butt welding from RD 0 to 600 =600 Rmt Ist stage . @ 5% flenged = 30 rmt.
30
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Laying,jointing ( by way of circumfrential butt welded joints by electrical arc welding ) and testing of Galvanised mild steel tubes (GI Pipes) of following dia meters confirming to BIS 1239-2001 (latest with upto date amendments) having wall thickness as per code with bevelled / plain ends in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The damaged portion of the pipes and specials made form the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).
-
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GI pipe 65 mm.( Medium Class) Wall thichness 4.00 mm. Butt welding from RD 550 to 1400 = 850 Rmt @95% = 808 rmt. 2nd stage .
250
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Providing, laying, jointing and testing in trenches to be levelled to grades, GI flanged pipes of following diameter confirming to IS:1239-1990( Part-II) having minimum wall thickness as per IS code and class of pipes specified below, provided and jointed with flanges conforming to tables as specified below of BIS 6392-1971 welded at both ends according to relevant BIS standards and detailed specifications and provided with nut & bolts of required sizes, 3mm thick compressed asbestos fiber jointing gasket / synthetic rubber gasket confirming to relevant BIS codes including all kinds of flanged short pieces, bends, tees & other specials etc made from parent tubes & welded with flanges of tables as applicable for the particular reach as per site conditions including flushing, cleaning & hydraulic testing as per directions of Engineer-in-charge.
-
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GI pipe 80mm. ( Heavy Class) Wall thichness 4.85 mm. Flange Table-28 from RD 600 to 1350 = 750 Rmt @ 5% = 38 rmt. Ist stage .
38
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GI pipe 80mm. ( Medium Class) Wall thichness 4.00 mm. Table-28 from RD 1350 to 1920 = 570 Rmt @ 5% = 29 rmt. Ist stage .
29
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GI pipe 80mm.( Medium Class) Wall thichness 4.00 mm. Table-17 from RD 1920 to 2500 = 580 Rmt @ 5% = 29 rmt. Ist stage .
29
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"PUMPING MACHINARY 1st stages
Providing, of horizontal spindle, horizontal/radial split casing/end suction (back pullout arrangement) single/double/Multi stage centrifugal or combination or pumps in series/parrallel or recommended make such as Mather and Platt/KSB/ Becone/ Lubi brand/ GrundfosWeir/Kirloskar/BE/Jyoti as per BIS 1520-1980 with upto date ammendments, read with IS 9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze, impellers/priming funnels, casing ring and shaft sleeves of bronze, shaft of steel grade 40-C-8-FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/cast steel base plate (base plate to be from the manufacturing of the pumping unit only) to slup ring/ squirrel cage screen protected drip proof induction motor/motors of standard make such as Kirlosker/BHEL/Cromption/ NGEF/GEC/ Siemens/ Jyoti/ABB and suitable for operation on 400(+/-)10% volts, 50 cycles/second 3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point heat. The motor/motors as per ISI: 325-1978 with upto date amendments read with IS:900-1972. It should include cost of bearing, nuts, bolts and painting etc. and should meet the following requirement." Discharge (Q) 4.85 LPS for each pump Total dynamic head 473.53 Mtr
a) LWL in sump well 1866 Mtr
b) Shaft level 1865 Mtr
c) Level at discharge point 2270 Mtr
d) Suction lift +Ve
e) Dischrage head 405 Mtr
f) Static head 405 Mtr
Rising main a) Length 2500 Mtr
b) dia 80 MM
Pumping hours 8 Hours
Characterstics of water 50PPM Clear water with turbidity upto
a) Temperature 20 Degree centigrade
Note: One Pump set working & One stand by
2
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Providing ICTP main switch with HRC fuses of Kilburn/ L&T/ Siemens/ Standard/Havells make and having capacity 30% extra of the operational rating as per IS: 4064-1978 with upto date amendments immidiately after the power mater of the HPSEBL.
1
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Providing MS sheet steel febricated floor mounted closed (almirah type) swithch board including angle iron post of suitable height ans size ISA size 40x40x6 duly painted with steel sheet of 16 guage comprising and capable of mounting the following accessories with in all internal connections. All the accessories should be suitable for the proposed pumping machinery at item no. 1 above & to the entire satisfaction of HPSEB authorities. The same shall have to be replaces with out extra cost if recommended by HPSEB authorities.
1
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a) OCM/MCCB of MEI/Havells/Standard make and of suitable capacity for offered motor on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage released as per relevent IS code with upto date ammendments.
1
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b) Earth leakage circuit breaker of recommended make (Kilburn/L&T/MEI/GEC) as per IS: 2516-1977 with upto date amendments of suitable range which should have control box, operation, handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the circuit breaking for cover current protection. The circuit should be equipped with magnet thermal release with metallic tap etc, it should also be fitted with earth fault for tripping of breaker on occurance of earth fault on off breaker load side end.
1
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c) The voltage monitor relay of AE/MEI/L&T/ Havells make three phase with all protection and usual indicator and electric siren against single phasing low voltage high voltage reverse phasing over loading and phase voltage different as per IS: 3482 (latest edition.)
1
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d) Digital 100mm dia circular dial A.C supply voltmeter of recommended make AE/IMP/Havells of suitable range with selector swithches as per IS: 4064-1978 with upto date ammendments.
1
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e) Digital power factor meter of standard make AE/L&T/IMP/Havells as per relevent IS code with upto date ammendments.
1
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f) Digital frequency meter of standard make AE/L&T/IMP/Havells as per relevent IS code with upto date ammendments.
1
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g) Bus bar chamber having three copper bars of suitable rating for full length equal to the width of the board for three live phases and suitable for unducted current, one copper bar of half the rating of full length for netural phase as per IS 8084-1976 and 11353-1985 read with BIS 5578-1985 with upto date ammendments.
2
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h) ICTP switches with HRC fuses unit of Kilbur/L&T/Siemens/Stand/Havells make and of suitable capacity as per IS: 4064-1978 with upto date ammendments.
2
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i) Three phase indicator lamps complete with toggle switches for individual motors as per IS: 3452 (P-I &II) with upto date ammendment.
2
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J) Digital 100mm dia circular dial A.C supply flush ammeter of AE/IMP /Havells make of suitable range with selector switches and CTS operated as per IS: L1248 (P-II) 183 with upto date ammendments.
2
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k) Capacitor of Mechneil/BHEL/GEC make as per IS: 2834-1986 with upto date ammendmets, 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 offered including cables as per relevant ISI code (of siemens/clocter, IEC make.) from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per IS: 4064-1978 with upto date ammendments.
2
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l) Poviding suitable oil immersed starter delta/direct on line auto transformer /starter rotor starter of MEI/Kilburrn/Jyoti/L&T/Siemens make as per IS 8544-1979 with upto date ammendments for squirrel cage/slipring mortor mounted on pannel board with magnetic type over-load release and dashpot, time lag, under voltage release with or without initial of filling as the case may be with single phase preventor as per IS: 1248 (P-V) 1983 with upto date ammendments.
2
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m) Providing Digital hour run meter of recommended make and suitable capacity as per IS: 722 (latest edition)
2
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n) Providing antivibration pads under the pumps and mortors of suitable size for the above pumping machinary as per IS: 6337-1971.
2
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Providing double flanges CI Sluice valve PN1 of leader/BHEL/Kirlosker /GLED/Kilburn Fourses/Kartar make and equal to dia of suction pipe and capable of withstanding the normal seat pressure as per IS: 780-1984 with upto date ammendments.
2
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Providing double flanged sluice valve ASA-300 of Leader/BHEL/ KILROSKER/ KILBURN/GLED/FOURSES make and one step higher than delivery line of pump and capable of with standing normal seat pressure as per BIS standards with upto ammendments.
2
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Providing double flanges swing type cast steel valve ASA-300 of Leader/ BHEL /KILROSKER/KILBURN/GLED/FOURSES make and having bye pass arrangements for one step higher than delivery line of pump and capable of withstanding normal seat pressure as per BIS standars with upto ammendments.
2
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Providing double flanged cast steel reflux valves class ASA-300 of Leader /BHEL/KIRLOSKAR/Kartar/KILBURN/GLED/FOURES make of 80mm dia having bye pass arrangements for rising main and capable of withstanding normal seat pressure as per BIS standars with upto ammendments.
1
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Providing 100mm dia circular dial analog pressure guage of suitable range of Fiebig/Border/PREGA/Precision make complete within all acessories such as stock cock, copper tubing etc as per IS 3624-1987 with upto ammendments.
2
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Providing discharge meter of standard make to be fixed on the rising main in pump house as per the direction of the Engineer-in-Charge as per IS 2373-1981 with upto date ammendments.
1
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Installation of all the items appearing at serial No. 71 to 79 as per the systematic drawing.
1
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Providing and fixing double flanges MS/GI piping work (Layout to be approved by the Engineer in Charge.) for suction and delivery pipes suitable to pumps (s) offered and common header as per the R/Main respectively complete with all special such as bends, tees, reducres, Increases with companions flanges matching with the relevant specification of the acessories including rubber/asbestos gaskets of minimum 3mm thickness as per IS 2712-1979 and required number of nuts and bolts as per IS 136-1983. The pipes fititngs and joints shall be as per relevant IS code & to withstand 1.5 times total head stipulated under item No. 12 the size of the various components to be as under:-
-
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a) Suction Pipe: One dia higher than the suction of pump offered and suitable to keep the velocity of flow from 1 to 1.5M/second in the suction pipe.
10
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b) Delivery Pipe: One dia higher than the delivery of pump offered asd suitable to keep the velocity of flow from 1.5 to 2M/Second in the delivery pipe.
10
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c) Common Header: One dia higher than delivery of pump x 80mm dia and will extend upto 5 meters from the outer wall of the pump house in the direction to be jointed.
10
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Providing and laying copper PVC insulated arsoured power cable (One cable carrying all the three phases.) of suitable size and capacity to mortors and all other electrical equipments as per IS:1554 (P-I) 1988 or latest with upto date ammendments of siemens/GLOSTER/IEC/EICC/NATIONAL/ GRANDLY make including all other accessories such as thinbles, flexible pipes, solders nuts and bolts cable glands etc. laid in pipes or trenches under floor.
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a) Mortor side (From switch to starter and starter to mortor.)
10
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b) Supply side (From Meter of HPSEB to bus bar and switch.)
10
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Providing and fixing double loop earthing with copper plate 600x600x3mm thick electrode complete materials such thimles and charcoal and common salt, 25x5mm copper strips as per IS 3043-1987 with upto date ammendments for mortor and other electrical equipments and digging of pits etc. complete in all respect (For raw water stage & 1st Stage.)
1
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"PUMPING MACHINARY 2nd stages:-
Providing, of horizontal spindle, horizontal/radial split casing/end suction (back pullout arrangement) single/double/Multi stage centrifugal or combination or pumps in series/parrallel or recommended make such as Mather and Platt/KSB/ Becone/ Lubi brand/ GrundfosWeir/Kirloskar/BE/Jyoti as per BIS 1520-1980 with upto date ammendments, read with IS 9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze, impellers/priming funnels, casing ring and shaft sleeves of bronze, shaft of steel grade 40-C-8-FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/cast steel base plate (base plate to be from the manufacturing of the pumping unit only) to slup ring/ squirrel cage screen protected drip proof induction motor/motors of standard make such as Kirlosker/BHEL/Cromption/ NGEF/GEC/ Siemens/ Jyoti/ABB and suitable for operation on 400(+/-)10% volts, 50 cycles/second 3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point heat. The motor/motors as per ISI: 325-1978 with upto date amendments read with IS:900-1972. It should include cost of bearing, nuts, bolts and painting etc. and should meet the following requirement."
82.01 Discharge (Q) 1.88 for each LPS pump
82.02 Total dynamic head 234.87 Mtr
82.03 a) LWL in sump well 2271 Mtr
82.04 b) Shaft level 2270 Mtr
82.05 c) Level at discharge point 2485 Mtr
82.06 d) Suction lift +Ve
82.07 e) Dischrage head 215 Mtr
82.08 f) Static head 215 Mtr
82.09 Rising main 82.10 a) Length 1400 Mtr
82.11 b) dia 65 MM
82.12 Pumping hours 8 Hours
82.13 Characterstics of water 50PPM Clear water with turbidity upto
82.14 a) Temperature 25 Degree centigrade
82.15 Note: One Pump set working & One stand by
2
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Providing ICTP main switch with HRC fuses of Kilburn/ L&T/ Siemens/ Standard/Havells make and having capacity 30% extra of the operational rating as per IS: 4064-1978 with upto date amendments immidiately after the power mater of the HPSEBL.
1
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Providing MS sheet steel febricated floor mounted closed (almirah type) swithch board including angle iron post of suitable height ans size ISA size 40x40x6 duly painted with steel sheet of 16 guage comprising and capable of mounting the following accessories with in all internal connections. All the accessories should be suitable for the proposed pumping machinery at item no. 83 above & to the entire satisfaction of HPSEB authorities. The same shall have to be replaces with out extra cost if recommended by HPSEB authorities.
1
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a) OCM/MCCB of MEI/Havells/Standard make and of suitable capacity for offered motor on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage released as per relevent IS code with upto date ammendments.
1
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b) Earth leakage circuit breaker of recommended make (Kilburn/L&T/ MEI/GEC) as per IS: 2516-1977 with upto date amendments of suitable range which should have control box, operation, handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the circuit breaking for cover current protection. The circuit should be equipped with magnet thermal release with metallic tap etc, it should also be fitted with earth fault for tripping of breaker on occurance of earth fault on off breaker load side end.
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c) The voltage monitor relay of AE/MEI/L&T/ Havells make three phase with all protection and usual indicator and electric siren against single phasing low voltage high voltage reverse phasing over loading and phase voltage different as per IS: 3482 (latest edition.)
1
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d) Digital 100mm dia circular dial A.C supply voltmeter of recommended make AE/IMP/Havells of suitable range with selector swithches as per IS: 4064-1978 with upto date ammendments.
1
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e) Digital power factor meter of standard make AE/L&T/IMP/Havells as per relevent IS code with upto date ammendments.
1
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f) Digital frequency meter of standard make AE/L&T/IMP/Havells as per relevent IS code with upto date ammendments.
1
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g) Bus bar chamber having three copper bars of suitable rating for full length equal to the width of the board for three live phases and suitable for unducted current, one copper bar of half the rating of full length for netural phase as per IS 8084-1976 and 11353-1985 read with BIS 5578-1985 with upto date ammendments.
2
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h) ICTP switches with HRC fuses unit of Kilbur/L&T/Siemens/Stand/Havells make and of suitable capacity as per IS: 4064-1978 with upto date ammendments.
2
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i) Three phase indicator lamps complete with toggle switches for individual motors as per IS: 3452 (P-I &II) with upto date ammendment.
2
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J) Digital 100mm dia circular dial A.C supply flush ammeter of AE/IMP/ Havells make of suitable range with selector switches and CTS operated as per IS: L1248 (P-II) 183 with upto date ammendments.
2
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k) Capacitor of Mechneil/BHEL/GEC make as per IS: 2834-1986 with upto date ammendmets, 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 offered including cables as per relevant ISI code (of siemens/clocter, IEC make.) from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per IS: 4064-1978 with upto date ammendments.
2
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l )Poviding suitable oil immersed starter delta/direct on line auto transformer/ starter rotor starter of MEI/Kilburrn/Jyoti/L&T/Siemens make as per IS 8544-1979 with upto date ammendments for squirrel cage/slipring mortor mounted on pannel board with magnetic type over-load release and dashpot, time lag, under voltage release with or without initial of filling as the case may be with single phase preventor as per IS: 1248 (P-V) 1983 with upto date ammendments.
2
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m) Providing Digital hour run meter of recommended make and suitable capacity as per IS: 722 (latest edition)
2
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n) Providing antivibration pads under the pumps and mortors of suitable size for the above pumping machinary as per IS: 6337-1971.
2
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Providing double flanges CI Sluice valve PN1 of leader/BHEL/Kirlosker /GLED/Kilburn Fourses/Kartar make and equal to dia of suction pipe and capable of withstanding the normal seat pressure as per IS: 780-1984 with upto date ammendments.
2
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Providing double flanged sluice valve ASA-300 of Leader/BHEL/ KILROSKER/ KILBURN/GLED/FOURSES make and one step higher than delivery line of pump and capable of with standing normal seat pressure as per BIS standards with upto ammendments.
2
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Providing double flanges swing type cast steel valve ASA-300 of Leader/BHEL/ KILROSKER/ KILBURN/ GLED/FOURSES make and having bye pass arrangements for one step higher than delivery line of pump and capable of withstanding normal seat pressure as per BIS standars with upto ammendments.
2
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Providing double flanged cast steel reflux valves class ASA-300 of Leader /BHEL/KIRLOSKAR/Kartar/KILBURN/GLED/FOURES make of 65 mm dia having bye pass arrangements for rising main and capable of withstanding normal seat pressure as per BIS standars with upto ammendments.
1
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Providing 100mm dia circular dial analog pressure guage of suitable range of Fiebig/Border/PREGA/Precision make complete within all acessories such as stock cock, copper tubing etc as per IS 3624-1987 with upto ammendments.
2
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Providing discharge meter of standard make to be fixed on the rising main in pump house as per the direction of the Engineer-in-Charge as per IS 2373-1981 with upto date ammendments.
1
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Installation of all the items appearing at serial No. 83 to 91 as per the systematic drawing.
1
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Providing and fixing double flanges MS/GI piping work (Layout to be approved by the Engineer in Charge.) for suction and delivery pipes suitable to pumps (s) offered and common header as per the R/Main respectively complete with all special such as bends, tees, reducres, Increases with companions flanges matching with the relevant specification of the acessories including rubber/ asbestos gaskets of minimum 3mm thickness as per IS 2712-1979 and required number of nuts and bolts as per IS 136-1983. The pipes fititngs and joints shall be as per relevant IS code & to withstand 1.5 times total head stipulated under item No. 83 the size of the various components to be as under:-
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a) Suction Pipe: One dia higher than the suction of pump offered and suitable to keep the velocity of flow from 1 to 1.5M/second in the suction pipe.
10
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b) Delivery Pipe: One dia higher than the delivery of pump offered asd suitable to keep the velocity of flow from 1.5 to 2M/Second in the delivery pipe.
10
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c) Common Header: One dia higher than delivery of pump x 65mm dia and will extend upto 5 meters from the outer wall of the pump house in the direction to be jointed.
10
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Providing and laying copper PVC insulated arsoured power cable (One cable carrying all the three phases.) of suitable size and capacity to mortors and all other electrical equipments as per IS:1554 (P-I) 1988 or latest with upto date ammendments of siemens/GLOSTER/IEC/ EICC/NATIONAL/ GRANDLY make including all other accessories such as thinbles, flexible pipes, solders nuts and bolts cable glands etc. laid in pipes or trenches under floor.
-
-
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a) Mortor side (From switch to starter and starter to mortor.)
10
-
-
b) Supply side (From Meter of HPSEB to bus bar and switch.)
10
-
-
Providing and fixing double loop earthing with copper plate 600x600x3mm thick electrode complete materials such thimbes, nuts and charcoal and common salt, 25x5mm copper strips as per IS 3043-1987 with upto date ammendments for mortor and other electrical equipments and digging of pits etc. complete in all respect (For raw water stage & 1st Stage.)
1
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