Irrigation And Public Health Department has published Improvmentwss Old Manali ( Manu Nagar ) From Source Choll Nallah In Tehsil Manali Distt. Kullu. ( Sh:- C / O Sector Storage Tanks 3 Nos 26000 Ltrs. , 50000Ltrs. & 30000 Ltrs. Capacity, Rcc Intake Chamber 1 No, Pump House Cum Chowkidar Quarter Includ. Submission Date for this Tender is 14-10-2022. Tanks and Cylinders Tenders in manali Himachal Pradesh. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | CIVIL WORK:- Cutting in earth work in all kind of soil in all leads and lifts such as spade work,Pick work, jumper work, saturated/unsaturated soil blasting work in soft /hard rock,chiselling/wedging out rocks, where blasting is prohibited in all leads and lifts stacking the usefull material available from cutting work and handing over the usefull material to the department free of cost as per direction of the Engineer-in-Charge with in all leads and lifts. |
2 | Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost to the entire staisfaction ofEngineer-in-charge with in all leads and lifts |
3 | Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand:6 graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts complete in all respect. |
4 | Providing & laying reinforcementcement concrete 1:1.5:3(1cement:1/2sand:3graded stone agregate of 20mm nominal size) curingcomplete excluding cost of from work and reinforcemenr for reinforced concrete work including all leads and lifts. |
5 | Foundations , footings bases of columns and the like and mass concrete work complete in all respect. |
6 | Walls any thikness but not less that 0.10 Mtrs thickness including attached pilasters, buttresses plinth and string courses etc, from top of foundation (level) upto floor two level including all leads and lifts etc. complete in all respect. |
7 | Suspended floors, roofs, landing, shelves and their supports balconies, beams and girders bressumers and cantilevers upto floor two levels includingall leadsand lifts etc. Complete in all respect. |
8 | Providing form work of ordinary timber plankings so as to give a rough finish including centring,shuttering, strutting and propping etc. height of propping and centring below supporting floor to ceililng not exceeding 4 metres and removal of the same for insitu reinforced concrete and plain concrete work in :-Arches beyond 6 meters span ( in dom roof of tank tany shape and size) |
9 | Providing form work with steel plates 3.15mm thick weldedwith angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, strutting , strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 3 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge. |
10 | Flat surfaces such as soffits of suspended floors,roofs,landing and the like floor etc. above 200 mm in thickness including all leads and lifts complete in all respect. |
11 | Vertical surfaces such as soffits of suspended floors,roofs,landings and the like including attached pillasters,buttresses, plinth and string courses and the like. |
12 | Beams, Cantilevers, girders and lintels:- sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not excededing 1 mtr. In depth in all heights from floor |
13 | Sloping or battering surfaces including folded plates: where inclination to horizontal plane does not exceed 30 o. |
14 | Edges of slabs and breaks in floor and wall:- Under 20cm wide. |
15 | Providing & laying Mild steel/Tor steel reinforced for RCC work including bending, binding and placing inposition complete upto floor two level within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. |
16 | Providing and fixingtank ventof75 mm Dia and 0.60 mtrs in height consisting of RCC 1:2:4 support frame and dome top cap, provided with MS square vertical bas screen of 6mm dia 0.075 meters centre to centre convere with mosquito proof GI wire mesh etc.complete within all respect and to the entire satisfaction of the Engineer-in-charge. |
17 | Providing and fixing ofsteel/fiber SFRC Manhole cover & frame confirming to IS Specifications Code -12592 Part - II 1990 with latest ammendments(500 mm diameter medium duty) complete within all respect and to the entire satisfaction of the Engineer-in-charge. |
18 | Providing and fixing scouring arrangement with GI pipes of different dia including all required fitting to various storage tanks complete in all respect and to the entire satisfaction of the Engineer-in-charge. |
19 | Providing and laying cement concrete work 1:2:4(1 Cement :2 Sand: 4 graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- |
20 | foundation and plinth |
21 | Column pillar posts and struts upto floor two level. |
22 | Providing and laying in cement concrete 1:6:12 (1cement 6 sand 12 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts |
23 | Random rubble masonry , polygonal rubble masonry un coursed/brought to courses with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 in Cement mortar 1:6(1cement 6sand) with in all leads and lifts |
24 | Brick work using common burnt clay building bricks in super structure above plinth level upto floor two level 2nd class bricks cement mortar 1:6(1cement:6sand). |
25 | Half brick masonry in common brunt claybuilding bricks in cement mortar 1:4 (1cement 4sand) 2nd class brick in super structure above plinth level in all heights upto all floor level, including carriage of materials within all leads and lifts as per direction of Engineer-in-charges. |
26 | Providing and laying cement concrete work 1:2:4(1 Cement :2 Sand: 4 graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- |
27 | Suspended floors, roofs, landing, shelves and their supports balconies, beams and girders bressumers and cantilevers upto floor two levels includingall leadsand lifts etc. Complete in all respect. |
28 | 6 mm cement plaster to ceiling in CM 1:3(1 cement :3 sand) complete in all respect. |
29 | 15mm cement plaster in single coat on rough side of brick/concrete stone walls for interior plastering up to floor two levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:6 (1 cement:6 sand) complete with all respect. |
30 | Cement pointing on brick work wih cement mortar 1:4 ( 1 cement: 4 sand ) complete in all respect. |
31 | Raised and cutcomplete within all leadsand lifts as per direction of Engineer-in-charges. |
32 | Stone soling dry hand packed under floor in all leads and lifts as per the direction of Engineer-in-Charge. |
33 | 40mm thick cement concrete flooring 1:2:4(1cement:2sand:4graded stone agg.20mm nominal size) laid in one layer finished with a floating coat of neat cement within all leadsand lifts |
34 | Providing and fixing brick bats for soak pit within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. |
35 | Providing and laying cement concrete 1:4:8 ( 1cement:4 sand: 8 graded stone aggregate 40 mm nominal size )and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts |
36 | Providing and placing in horizontal layer filtering media duly graded ,screened, washed and cleaned as specified by the Engineer-in-charge. i/c all leads and lifts. |
37 | First layer:- Bajri 20mm to 25mm. |
38 | Bottom layer:-Brokenstone 50mm to 75mm size. |
39 | Wire crates madeof G.I wire filled with boulders with squarecut faces againest the wire ( boulder filling to be measured and paid for sparetaly ) G.I wire 5mm thick corresponding to SWG-6 ( 15 cm X 15 cm mesh completein all respects with in all leads & lifts as per directions of Engineer - in -Charge. |
40 | Wire crate made of GI wire filled with boulders with square cut faces against the wire. The weight of boulders shoud not less than 18 Kg and to the entire satisfaction of the Engineer-in-Charge (wire crate to be measured and paid for separately ) within all leads and lifts |
41 | Providing and laying plum cement concrete 1:5:10 (1cement 5 sand 10 graded stone agg.40mm nominal size) with 15 % plum and and curing complete excluding cost of form work inretaining wall breast wall , the size of plums shall usally be 150 mm to 300 mm as per HP.PWD specification within all leads and lifts |
42 | Providing and laying vitrified tile 400x400x6.8 mm thick in flooring, treads of steps laid on 12 mm thick cement mortar in 1:3 ( 1 cement: 3 sand) and join with white cement slurry completein all respects with in all leads & lifts as per directions of Engineer - in -Charge. |
43 | Providing and fixing MS grillsof required pattern in wooden frams of windows etc with MS flatwelded with wire mesh 10x10x5 mm thick complete in all respects with in all leads & lifts as per directions of Engineer - in -Charge. |
44 | Providing and fixing pressed steel doors frames manufactured from commercial mild steel sheet of 1.25mm thickness including hinges jump lock jamb beed and if required angle threshold of mild steel angle of section 50x25mm of base ties of 1.25mm pressed steel welded or regidly fixedto gether by mechanical means, adjustable lugs with split and tails to eachjump inluding steel but things 2.50 mm thick with gaurds lock strike plate and shock as specified and applying a coat of approved steel primer after pretreatment of the surface complete in all respects |
45 | Providing and fixing panneled glazed or panelled and glazed shutters for doors, windows and clerestory windows,including black enamelled iron butt hinges with necessary screws. 45 mm thick.2nd class deodar wood within all leads and lifts |
46 | White washing with lime on undecorated wall surfaces(two coats) to give an even shade including thoroughly brooming the surface to remove all dust dirt & other foreign matter with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. |
47 | Distempering(two coats) with oil bond washable distemper of approved brand and manufacture and of required shade or undecorated wall surface to given an even shade over and including a priming coat with distemper primer of approved brand and manufacture after throughly brushing the surface free from mortar dropping and other foreign matters including all leads and lifts complete in all respects. |
48 | Applying priming coat over new wood and wood base surfaces after and including preparing the surface by thoroughly cleaning oil grease dirt and otherforeign matter, sand papering and knotting etc..a) With ready mixed paint brushingwood primer pink including all leads and lifts complete in all respects. |
49 | Painting two coat (excluding priming coat) on new wood and wood basedsurface with enamel paint brush in to give and even shade including cleaning the surface of all dirt,dust and other foreign matter sand papering and stopping etc. with readymade paint other than white including all leads and lifts complete in all respects. |
50 | Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etc. 250x 16 mm Complete in all respect. |
51 | Providing and fixing aluminium tower bolts (berrel type) anodized trans parent or dyed to required shade and colour with screws etc. Complete in all respect. |
52 | 200 x 10 mm |
53 | 100 x 10 mm |
54 | Providing and fixing aluminium handles anodized transparent or dyed to required colour & shade with necessary screws etc. 125mm dia complete in all respect and to the entire satisfaction of the Engineer-in-charge. |
55 | Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 20mm nominal size) all leads and lifts as per the direction of Engineer-in-Charge. |
56 | Prov. under layer of plinth protection of75mm thick (unconsolidated) bed dry brick/stone agg. 40mm nominalsize with rammed and consolidated and grouted with fine sand includingpreparation of groundi/c all leads and lifts and as per direction of Engineer-in-charge. |
57 | Providing,drilling and fixing of threaded rod bolts 25 mm dia with injectible motor HIT -RE-500 V3/330/1 and suitable as per the direction of Engineer-in-Charge. |
58 | Providing Steel work welded in built up sections, trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint:- In beams, joists, channels, angles, tees, flats with connection plates or angle cleets as in main and cross beams, hip and jack rafters, purlins connected to common rafters and the like. with in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. |
59 | Laying,jointing and testing of GMS tubes light grades ( to be levelled to grade) in trenches including fitting with tees and other accessories ,testing & commissioning complete as per IPH specification for house service connections within all leads and lifts and entire satisfaction of Engineerin Charge. |
60 | 100 mm dia (scour pipe,inlet and outlet pipe) |
61 | 150 mm dia (scour pipe,inlet and outlet pipe) |
62 | Providing and fixing Gun Metal Wheel Valve (with hand wheel) of approved brand for inlet and outle i/c completecomplete in all leads and lifts within all leads and lifts and entire satisfaction of Engineerin Charge.40 mm dia |
63 | Sanitary fittings :- Providing and fixing Cera/Hindware make double symphonic “P” or “S” trap WC pan (two piece )complete in all respect with built in cistern 10 litr capacity of required shade (CRUSE 2018)WC -1 within all leads and lifts. |
64 | Providing and fixing Cera/Hindware make double symphonic “P” or “S” trap WC pan (indian type )complete in all respect. WC-2 complet with in all leads and lifts. |
65 | Providing and fixing 10 litr vitreous china high level flushing cistern of Hindware/ Cera make within all leads and lifts. |
66 | Providinf and fixingplastic seat cover solid type ISI mark of reputed make within all lead and lifts and to entire satisfaction of Engineer in charge. |
67 | Providing and fixing vitreous china 55x40cm flat back wash basin ( White colour) with MS brackets duly painted (cornet-1008 of Cera/Hindware make.)with in all leads and lifts. |
68 | Providing and fixing PVC waste pipe 32mm nominal dia for wash basin and sink ISI mark of reputed make wih in all leads and lifts and to the entire satisfaction of the Engineer in charge. |
69 | Providing and fixing M.I. Union for wash basin or sink complete within all leads and liftsand to the entire satisfaction of the Engineer in charge. |
70 | Providing and fixing450x600mm bevelled edge mirror of reputed make mounted on AC sheet and fixed with brass screws complete within all lead and lifts and to entire satisfaction & direction of Engineer in charge. |
71 | Providing chromium plated brass soap dish with brass bracket of reputed make complete within all lead and lifts and to entire satisfaction & direction of Engineer in charge. |
72 | Providing and fixing 15mm angle valve ISI (Heavy duty) ISI marke of reputed make complete within all lead and lifts and to entire satisfaction & direction of Engineer in charge. |
73 | Providing and fixing PVC connection 15mm of superior quality complete complete within all lead and lifts and to entire satisfaction & direction of Engineer in charge. |
74 | Providing and fixing 100mm dia CP grating for floor traps of superior quality complete within all lead and lifts and to entire satisfaction & direction of Engineer in charge. |
75 | Providing & fixing CP 15mm dia short body bib tap ISI marked of reputed make complete within all lead and lifts and to entire satisfaction & direction of Engineer in charge. |
76 | Providing and fixing spray flushing jetISI marked of reputed make complete within all lead and lifts and to entire satisfaction & direction of Engineer in charge. |
77 | Providing and fixing GMS tube (heavy class ) ISI marked of reputed make complete within all lead and lifts and to entire satisfaction & direction of Engineer in charge. GI fitting of following dia:- |
78 | 15 mm dia |
79 | Providing and fixing PVC pipe ISI marked make complete within all lead and lifts and to entire satisfaction & direction of Engineer in charge. |
80 | 100mm dia |
81 | 80mm dia |
82 | Providing and fixing PVC water tank 1000 ltr. Capacity of sintex make complete within all lead and lifts and to entire satisfaction & direction of Engineer in charge. |
83 | Electric wiring:-Rewiring for light point / fanpoint /exhaust fan /call bell point with 1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in existing surface/recessed Steel / PVC conduit and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable including dismantling of the existing wiring as required. (including switch & bakelite sheet etc.)Group A |
84 | Supplying and drawing following size of PVC insulated, heat resistant, flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in existing surface / recessed, Steel/PVC conduit as required. |
85 | PVC insulated HRFR LS Copper conductor 1.5 Sq. mm. (2x1.5 Sq.mm) |
86 | PVC insulated HRFR LS Copper conductor 4.0 Sq. mm (2x4.0 Sq.mm) |
87 | PVC insulated HRFR LS Copper conductor 6.0 Sq. mm. (2x6.0 Sq.mm) |
88 | Supplying and fixing following rating Piano-type switch /socket on the existing switch box / cover including connections etc. as required. |
89 | S.P. 15/16 Amps one way switch, porcelain base/ piano type. |
90 | S.P. 15/16 Amps socket outlet, porcelain base/ piano type. |
91 | Bell push, piano type. |
92 | Supplying and fixing metal box of 180mmx100mmx60mm deep (nominal size) on surface/ recess with suitable size phenolic laminated sheet cover in the front including providing and fixing 5 pin 5/6 amps socket outlet and 5/6 amps, piano type switch, connections, painting etc. as required. |
93 | Supplying and fixing metal box of 180mmx100mmx60mm deep (nominal size) on surface/ recess with suitable size phenolic laminated sheet cover in the front including providing and fixing 6 pin 15/16 amps socket outlet and 15/16 amps, piano type switch, connections, painting etc. as required. |
94 | Supplyinganderection of 40/50/63 amps rating, 10 KA breaking capacity, 240volts, "C" curves, miniaturecircuit breaker of following poles in the existing MCB DB complete with connections etc. as required:-Double pole. Cat-A. |
95 | Supplyinganderection of 6amps. to 32 amps. rating, 10 KA breaking capacity, 240volts, "C" curves, miniaturecircuit breaker of following poles in the existing MCB DB complete with connections etc. as required:-Single pole. Cat-A. |
96 | Supplying and fixing following rating, double pole (single phase & neutral) 240 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 300 miliampers in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 Amps. Cat-A. |
97 | Supplyingand fixingoffollowingway, singlepoleandneutral sheetsteel MCB distribution board, 240 volts, on surface / recess, complete with tinned copper bus- bar, wire-set, neutral link, earth bar, din-bar, detachable gland plate, blanking plate, cable, identification labels interconnections, phosphatized and powder painted, including earthing etc. as required:- Double door-12 way |
98 | Wiring for twin control light pointwith 1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit, with 2-way, 5/6 amps piano type switch and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable as required. Group A. |
99 | Supplying and fixing ceiling rose on the existingjunction box / wooden blockincluding connections etc. as required. |
100 | Supplying and fixing bakelite batten/angle holder including connections etc. as required:- |
101 | Providing and installation of exhaust fan of following sizes in the existing opening, including making the hole to suit the size of the above fan, making good the damages, connections, testing and commissioning etc. as required:-Exhaust Fan, Light duty, (Domestic) 300 mm sweep |
102 | Gravity and Rising main:- Laying, jointing and testing in trenches to be levelledto grades, GI flanged pipes of following diameter confirming to IS:1239-1990( Part-II) having minimum wall thickness as per IS codeand 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. |
103 | Gravity sub main G.I pipe 150 mm dia (M. Class) Flange Table-5 |
104 | Rising main G.I pipe 100 mm dia (M. Class)4.5 mm thick Flange Table-28 |
105 | Laying,jointing ( by way of circumfrential butt welded jointsby 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 endsin 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). |
106 | Gravity sub main G.I pipe 150 mm dia (M. Class) |
107 | Rising main G.I pipe 100 mm dia (M. Class)4.5 mm thick |
108 | Providing,laying,fixing,jointing and testing in trenches MSERW pipe of following dia meters confirming to (ISO: 3183:2007) grade L-210 (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 randon length of 4 to 7 meters, includingspecials,short pieces,bends ,reducers,tees etc, made from parent tube ,providing and welding of MS flanges detailed as below. The MS flanges shall confirm to BIS 6392-1971 (with latest upto date amendments) duly welded in two layers (two inner and two outer) with pipes at both ends as per relevent BIS standards along with nuts and bolts of required sizes ,3mm thick cpmpressed asbestos fiber/synthetic rubber gaskets confirming to relevent BIS standards. The laying of pipe will include all operation such as cutting,welding,jointing,providing and 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 relevent 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). |
109 | Gravity main300mm MSERW pipe Grade L-210 Wall thickness 4.40 mmFlang Table-11 |
110 | Providing butt welding ,laying and testing to levelled grades ,IS marked (galvanised bevelled ended of following diameter / specifications confirming ISO : 3183 ( with upto date ammendments) of steel grades L-210 jointing the pipes with butt welding at both end according to relevent BIS standards /approved specificaitons including manifacturing,reducers /tapers all short pieces , and bends as pe site requirements and made from parent tubes ( to be mesured and paid along with pipes) Bends shall be manufacture in such a way that not more than 11-1/4 degree deflection is caused by a single cut and internal dia is not reduced including hydraulic testing to be entire satisfaction of Engineer-in-Charge . The pipes and special shall had in factory galvanized coating as per IS : 4739 (with latest ammendments )The damaged portionof galvanisation duet o welding shall be provided with anticorrosive treatment by applying two coats of bituminous paint over priming coat as perAWWA specificaiton C- 203-1978 (Earth work to be measured& paid for seperately) |
111 | Gravity main300mm MSERW |
112 | Pumping machinery:- Providing horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage centrifugal pump or combination of pumps,In series/parallel of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/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 grade4508 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 manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor /motors of standard make such as Kirlosker/BHEL /Crompton /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 poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: . |
113 | Discharge (Q) |
114 | Total Dynamic head:- |
115 | LWL in sump well (h) |
116 | Shaft level |
117 | Level at discharge point |
118 | Suction lift+v |
119 | Discharge head /Delivery Head |
120 | f) Static head |
121 | Rising main:- |
122 | Length |
123 | Dia |
124 | Pumping hours |
125 | Altitude of installation above MSL |
126 | Characterstics of waterClear water with turbidity up to 50 PPM. |
127 | Temperature 18 degree centigrade. |
128 | Ambient Temp.(Note:- One set working and one stand by) |
129 | 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 up to date amendments , immediately after the power meter of the HPSEBL. ICTP SWITCH :- i) Make:- ii) Type:- .iii) Capacity:- |
130 | Providing MS sheet steel fabricated floor mounted closed(almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6 duly painted with steel sheet of 16 gauge comprising and capable of mounting the following accessories within all internal connections. All the accessories should be suitable for the proposed pumping machinery at item No.78 above and to the entire satisfaction of HPSEB authorities. The drawing of panel board Shall be subject to approval of Engineer-in-Charge.Panel/Switch Board :- i) Drawing :- ,Layout plan:- |
131 | OCB/MCCB of MEI/Havels/ 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:- ACB/MCCB:-i) Make:- ii) Type:- .iii)Range ,iv) Capacity:- |
132 | Earth leakage circuit breaker of recommended standard /Kilburn/L&T/MEI/GEC/Indo Asian ) as per IS:2516:1977 with upto date ammendments 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 ciruit 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 occurnce of earth fault on/ off breaker load side end.:- ELR :-i) Make:- ii) Type:- .iii)Range |
133 | 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 difference as per IS:3842(latest edition)100 mm diameter circular dial flush moint type :- Voltage monitor relay:-i) Make:- ii) Type:- .iii)Range |
134 | Digital 100 mm diameter circular dial A.C.supply voltmeter of recommended make AE/IMP/Havells of suitable range with selector switches as per Is:4064:1978 with upto date ammendments. Voltmeter:-i) Make:- ii) Type:- .iii)Range |
135 | Digital Power factor meter of standard make AE/L&T/IMP/Havells as per relevant IS code with upto dateammendments.Power factor meter:-Make:- ii) Type:- |
136 | DigitalFrequencey meter of standard make AE/L&T/IMP/Havells as per relvant IS code with uptodate ammendments:-Frequencey meter :-i) Make:- ii) Type:- .iii)Range |
137 | Bus bar chamber having three & half copper strips of suitable rating for full length equal to the width of the board for three live phases andone copper bar of half the rating of full length for neutral phase as per IS 8084-1976 and IS:11353-1985 read with BIS 5578-1985 with upto date ammendments:-Bus bar chamber:--i) Make:- ii) Type:- .iii)Range |
138 | ICTP switches with HRC fuses unit of Kilbur/L&T/siemens/stands/Havells make and of suitable capacity as per IS:4064:1978 with upto date ammendments:-ICTP switches:-i) Make:- ii) Type:- .iii)Range |
139 | Three phase indicator lamps complete with toggle switches for individual motors as per IS:3452:(P-I & II) with upto date ammendments:-Three phase indicator lamps :-i) Make:- ii) Type:- .iii)Range |
140 | Digital100mm dia circular dial A.C.supply ammeter of AE/IMP/Havells make of suitable range with selector switches and CTS operated as per IS: 1248(P-II) .1983 with upto date ammendments:-Ammeter:-i) Make:- ii) Type:- .iii)Range |
141 | Capacitor of Mechneil/ BHEL/GEC/L&T make as per 15:2834:1986 with upto date ammendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rting according to H.P.offered including cables as per relevant ISI code (of siemens/clocter.EEC make )from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per Is:4064:1978 with upto date ammendments |
142 | Capacitor:- i) Make:- ii) Type:- .iii)Range |
143 | Providing suitable oil immersed starter delta/direct on line/auto transformer/. starter rotor starter of MEI/.Kilburn/Jyoti /L&T/Siemens make as per IS:8544:1979 with upto date ammendments for squirrel cage/slip ring 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 phae preventor as per IS:1246( P-V) 1983 with upto date ammendments:-Starter:-i) Make:- ii) Type:-, single phae preventor:--i) Make:- ii) Type:- |
144 | ProvidngDigital hour run meter of recommended make and suitable capacity as per IS:722(latest edition.)Hour run meter:-i) Make:- ii) Type:- .iii)Capacity |
145 | Providing antivibration pads underthe pumps and motors of suitable size for the above pumping machinery as per IS:637:1971.Antivibration pads:-:-i) :-Sizeii) Make- .iii)Material |
146 | Providing double flanged CI sluice valveofLeader/Kirlosker/Pelicon make and of suitable diameter, for the suction pipe and capable of with standing the normal seat pressure as per IS:1414 AP 600 with upto date ammendments:-CI sluice valve:- i)Make:-ii) Class,iii)Seat pressure ,iv)Material |
147 | Providng double flanged cast steelsluice valves ASA-300 of leader/ Kirlosker/Pelicon /Kartarmake and one step higher thendelivery line of pump and capable of withstanding the normal seat pressure and as per BIS standards with upto date ammdnements:-CS sluice valve:- i)Make:-ii) Class,iii)Seat pressure,iv)Material |
148 | Providing double flanged Cast steel Reflux valve of KSB Leader/Kirloskar/Pelicon/Kartar make andhavingbye pass arrangement on the delivery line, one size higher than the normal delivery line of pump and capable of with standingnormal seat pressure as perBS:1868 (P.I) with upto date ammendments.-REFLUX VALVE:- i)Make: Class: Seat Pressure: Material:- |
149 | Providing double flanged cast steel reflux valvesclass ASA-300 of Leader/KILROSKER/Kartar/KILBURN/Peliconmake andsizeequal to dia of Rising maincapable of with standing normal seat pressure as per BIS standards with upto date ammendments.REFLUX VALVE:- i)Make: Class: Seat Pressure: Material:- |
150 | Providing 100mm dia circular dialpressure gauge of suitable range of Fiebig /Bourden/ PREGA/precision make complete with all accessories such as stop cock, copper tubing etc.as per IS: 3624-1987 with upto date ammendments:- Pressure gauge.i) :-Make ii) Range |
151 | Providing discharge meter of standard make to be fixed on the rising main near the storage tank as per the directions of the Engineer in charge as per Is:2373:1981 with upto date ammendments:-Discharge meter:- i) Make:- ii) Type:- .iii)Range |
152 | Installation of all the items apparing at serial No. 78 to 100 as per the systematic drawing attached with the tender document. |
153 | Providing and fixing double flanged MS/GI 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 R/Main respectively complete with all specials such as bends, tees, reducers. Increasers with companions flanges matching with the relevant specifications of the accessoriesincluding rubber/asbestos gasket of minimum 3mm thckness as per IS:2712:1979 and required number of nuts and bolts as per Is:1364:1983, The Pipes fittings and joints shall be as per relevant IS code & to withstand 1.5 times total head stipulated under item No..... The size of the various components to be as under: |
154 | Suction pipe: One dia higher then the suction of pump offeredand suitable to keep thevelocity of flow from 1 to 1.5M/second in the suction pipe |
155 | Delivery pipe: One dia higher then the delivery of the pump offeredand suitable to keep thevelocity of flow from 1.5 to 2M/secondin the delivery pipe |
156 | Common header:One dia higher then delivery of pumpx 80mm dia and will extend upto 5 meters from the outer wall of the pump house in the direction to be jointed. |
157 | Providing and laying copper PVC insulated arsoured power cable (One cable carrying all the three phases) of suitable size andcapacity to motors and all other electircal equipments as per IS:1554(P-I) 1988 or latest ith upto date ammendments of siemens/GLOSTER /IEC/ICC/EICO/NATIONAL/GRANDLAY make including all other accessories such as thinbles, flexible pipes,solders,nuts and bolts cable glands etc. laid in pipes or trenches under floor |
158 | Motor side (From switch to starter and starter to motor) size to be quoted byvender. |
159 | Supply side (From Meter of HPSEB to bus bar and switch) size to be quoted byvender. |
160 | Providing and fixing double loop earthing with copper plate 600mmx600mmx3mm thick electrode completewith material such thimbles nuts and charcoal and common salt, 25mmx5mm copper strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect.(For single phases). |
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