| 1 | 1 | Cutting in Earth work and disposal of all excavated earth with in all lead & lift to the entire statisfaction of Engineer-in charge | | | |
|---|
| 2 | 1.01 | In Pick work, Jumper work & chiselling work ( For puttra cutting in gravity main) | | 893.4 | Cum |
|---|
| 3 | 1.02 | Pick & Jumper work ( For site development of Pump House) | | 90 | Cum |
|---|
| 4 | 2 | Excavation in foundation and trenches etc.(for pipes & pits) in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. | | | |
|---|
| 5 | 2.01 | For C/O Civil structures like delivery tanks out let & De-silting tank etc. | | 141 | Cum |
|---|
| 6 | 2.02 | In trenches for laying jointing of G.I pipes& MSERW pipe | | 3269.74 | Cum |
|---|
| 7 | 3 | Providing and laying cement concrete 1:6:12(1cement: 6sand: 12 graded stone agg.40mm nominal size) and curing complete excluding the cost of centering and shuttering with in all leads and lifts as per direction of the Engineer-in-Charge. a) Foundation and plinth | | 9.05 | Cum |
|---|
| 8 | 4 | Providing and laying cement concrete 1:4:8(1cement: 4sand:8graded stone aggregate of 40mm nominal size)and curing complete including cost of form work with in all leads and lifts as per direction of the Engineer-in-Charge. a) Foundation and plinth | | 4.4 | Cum |
|---|
| 9 | 5 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone agg. 40mm nominal size) and curing complete including cost of form work with in all leads and lifts as per direction of the Engineer-in-Charge. a) Foundation and plinth | | 7.84 | Cum |
|---|
| 10 | 6 | Providing and laying cement conc 1: 1½ :3 (1cement:1:1½ sand :3 graded stone agg. 20mm nominal size) and curing com-plete excludidng cost of form work and reinforcement for RCC work in foundation and plinth with in all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge in:- | | | |
|---|
| 11 | 6.01 | Foundation,footing basis of columns & the likeand mass concrete. | | 10.62 | Cum |
|---|
| 12 | 6.02 | 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. | | 27.85 | Cum |
|---|
| 13 | 6.03 | Suspended floors, roofs, landings, shelves and their supports balconies, beams girders bressumers and cantilevers upto floor two levels | | 2.6 | Cum |
|---|
| 14 | 7 | Providing and laying cement conc. 1:2:4(1 cement:2 sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cost 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. | | | |
|---|
| 15 | 7.01 | Foundation footing and bases of columns & like mass concrete. | | 17.9 | Cum |
|---|
| 16 | 7.02 | In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level | | 5.63 | Cum |
|---|
| 17 | 8 | Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x 30 x5 m.m so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced conc.and plain conc.within all leads and lifts as per the direction of Engineer-in charge work in :- | | | |
|---|
| 18 | 8.01 | Flat surface such as soffits and suspended floors, roofs, landings and the like: Floors etc. up to 200mm in thickness | | 92.37 | Sqm |
|---|
| 19 | 8.02 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like | | 398.09 | Sqm |
|---|
| 20 | 8.03 | Beams, cantilever Girders& lintals sides&soffits of beams, beams,haunching cantilever girders not exceeding 1mtr. Depth. | | 7.93 | Sqm. |
|---|
| 21 | 8.04 | In Foundation, footing ,basis of Column etc.& mass conc. | | 12.43 | Sqm. |
|---|
| 22 | 9 | Providing and placing of tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete within all leads and lifts as per the direction of Engineer-in charge . | | 5330.94 | Kg |
|---|
| 23 | 10 | 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. | | 66.95 | Sqm |
|---|
| 24 | 11 | 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 i/c cost of steel ,with in all leads and lifts as per the entire satisfaction & direction of the Engineer Incharge | | 26.67 | Kg. |
|---|
| 25 | 12 | Random rubble masonary/Polygonal rubble masonary (coursed or brought to courses with hard stones of approved quality in foundation and plinth i/c cost of stone & including levelling up with cement concrete 1:6:12 in cement mortar 1:6 ( 1 cement : 6 sand) complete as per direction & satisfaction of the Engineer- in- charge with in all lead & lifts. | | 45.33 | Cum |
|---|
| 26 | 13 | Boulder filling under floor i/c cost of boulders complete as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts. | | 13.35 | Cum |
|---|
| 27 | 14 | 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 i/c cost of brick complete with in all leads and lifts as per the entire satisfaction & direction of the Engineer in charge. | | 5.45 | Sqm |
|---|
| 28 | 15 | Brick work using comman burnt clay building bricks in super structure above plinth level upto floor two level with C.M 1:6 ( 1 cement :6 Sand ) i/c cost of brick complete with in all leads and lifts as per direction & satisfaction of Engineer -in-charge. | | 21.78 | cum |
|---|
| 29 | 16 | 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 i/c cost of woodf complete with in all leads and lifts as per direction & satisfaction of Engineer -in-charge. | | 11.99 | Sqm |
|---|
| 30 | 17 | Providing and fixing wire gause shutters using galvanised MS wire gause of IS gause designation 85 G with wire diameter 0.56mm for doors, windows, clerestorey windows I/c bright finished black enamelled iron hinges with necessary secrews 30 mm thick 2nd class deodar wood with in all leads and lifts complete as per the entire satisfaction & direction of the Engineer - in - Charge. | | 14.34 | Sqm |
|---|
| 31 | 18 | Providing wood work in frames of doors, windows, clearstory, windows and other frames wrought framed and fixed in position: Ist class deodar wood with in all leads and lifts complete as per the entire satisfaction & direction of the Engineer - in - Charge. | | 0.56 | Cum |
|---|
| 32 | 19 | 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 . | | 1 | Nos |
|---|
| 33 | 20 | Providing 6 mm cement plaster to ceiling in CM 1:3 ( 1Cement :3 Sand) complete with in all lead & lift as per direction & satisfaction of the Engineer- in- charge | | 91.41 | Sqmt |
|---|
| 34 | 21 | Providing 15 mm thick cement plaster on fair sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cement mortar 1:6 (1cement:6sand) complete with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. | | 84.03 | Sqm |
|---|
| 35 | 22 | providing ,20 mm thick cement plaster on rough sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cement mortar 1:3(1cement:3sand) complete with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. | | 15.33 | Sqm |
|---|
| 36 | 23 | Pointing on brick work with cement mortar 1:3 ( 1 cement, 3 sand ) with in all leads and lifts complete in all respect. Raised and cut complete with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. | | 67.25 | Sqm |
|---|
| 37 | 24 | Providing 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. | | 91.41 | Sqmt |
|---|
| 38 | 25 | Providing Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth. Priming coat with distemper primeras per direction & satisfaction of the Engineer- in- charge upto all lead & lifts. | | 84.03 | Sqmt |
|---|
| 39 | 26 | Finishing wall with water proofing cement paint of approved brand and manufacture and of rerquired shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials complete as the per direction & satisfaction of the Engineer- in- charge upto all lead & lifts. | | 15.33 | Sqm |
|---|
| 40 | 27 | Precast terrazo tiles 20m thick (with marble chips of specified shade and of specified laid in floor treads & riser of steps and landing on bed on10mm thick cement plaster 1:6 (1cement 6sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles. selvary grey complete as the per direction & satisfaction of the Engineer- in- charge upto all lead & lifts. | | 49.63 | Sqm |
|---|
| 41 | 28 | Applying priming coat on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil,greese,dirt and other foreign matters,sand papering and knotting.Ready mixed paint brushing wood primer pink. as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts. | | 23.98 | Sqmt |
|---|
| 42 | 29 | Painting two coats(excluding priming coat) on new wood and wood based surface with enamel paint to give an even shade including cleaning the surface of dirt,dust and other foreign matter,sand papering & stoping with animal paint other then white and as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts. | | 23.98 | Sqmt |
|---|
| 43 | 30 | Providing & fixing M.S. grills of required pattern in wooden frame of window etc.with M.S. flats, square or round barswith round headedbolts and nuts by screws plain grills. as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts. | | 71.5 | Kg |
|---|
| 44 | 31 | Providing and fixing anodised aluminium sliding door bolts with bolts and nuts screws etc. complete and as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts. 250x16 mm. | | 2 | Nos |
|---|
| 45 | 32 | Providing and fixing anodised aluminium tower bolts ( barrel type) with screws etc. complete and as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts 250x10 mm | | 30 | Nos |
|---|
| 46 | 33 | Providing ad fixing anodised aluminium handles with necessary screws etc. complete as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts. Size 125mm | | 20 | Nos |
|---|
| 47 | 34 | Providing 40x3 mm flat iron hold fast 40cm. Long including fixing to frame with 10mm dia metres bolts, nuts and wooden plug and embedding in cement concrete block 30x10x15cm. 1:3:6( 1cement:3sand:6 graded stone att. 20mm nominal size) within all leads and lifts and as directed by the Engineer-in-charge. | | 30 | Nos |
|---|
| 48 | 35 | Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement: 3sand: 6graded stone agg. 20mm nominal size) i/c finishing the top surface of concrete smooth within all leads and lifts and as directed by the Engineer-in-charge. | | 13.91 | Sqmt. |
|---|
| 49 | 36 | ProvidingProviding under layer for plinth protection of 75mm thick (unconsolidated) bed dry brick/stone aggregated 40mm nominal size with rammed and consolidated and grouted with fine sand including preparation of ground. within all leads and lifts and as directed by the Engineer-in-charge. | | 13.91 | Sqmt. |
|---|
| 50 | 37 | Laying jointing of G.I pipes (LC) ,tube fitting in trenches in cluding necessary G.I fitting required complete for inlet and scour pipe including all leads and lifts. | | | |
|---|
| 51 | 37.01 | G.I pipe150 mm (LC) | | 6 | Rmt |
|---|
| 52 | 37.02 | G.I pipe 80 mm (LC) | | 36 | Rmt |
|---|
| 53 | 38 | Laying Jointing and testing of HDPE pipes in trenches to required grades as per IS 4984-1995 latest with up to date amendments of 90 mm OD .The jointing of pipes should be done by the way of butt fusion welding as per relecant IS code and specificaiton including all fittings and accessories e;g: coupling,TEE's bends reducers screwed adopters flanges tail pieces etc complete in all respect. | | 36 | Rmt |
|---|
| 54 | 38.01 | 75 mm | | 4890 | Rmt |
|---|
| 55 | 39 | Providing and fixing of hydrant post of G.I pipe 80mm (LC) enclosed with the M. S Chamber i/c locking arrangement size ( 60X 60 X 75) , PP valves , elbow, MS/HDEP flanges to connect with distribution pipe HDPE pipe with in all lead & lift as per the direction of Engineer-in charge. | | 26 | no |
|---|
| 56 | 40 | Providing and laying brick tiles over mumty roofs grouted with cement mortar 1:3 ( 1 cement,3 sand ) over a 12 mm layer of C.M 1:3 ( 1 cement, 3 sand ) and finished neat with in all leads and lifts complete in all respect. | | 18.02 | Cum |
|---|
| 57 | 41 | 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 with in all lead & lift as per the direction of Engineer-in charge. | | | |
|---|
| 58 | 41.01 | C.I Sluice valves 150mm | | 1 | Nos. |
|---|
| 59 | 41.02 | C.I Sluice valves 100mm | | 9 | Nos. |
|---|
| 60 | 41.03 | C.I Sluice valves 80 mm | | 4 | Nos. |
|---|
| 61 | 42 | Providing Laying in trenches IS marked MSERW pipe L-210 of following diameters conforming to BIS 3183-2007 of following grade and having wall thickness as specified below with plain end capable of with standing required test presure in random length of 4 to 7 mtr, including specials, short pieces bends, reducers, tees etc. made from parent tube with providing 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 standared. 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 hydralic testing complete in all respects to the satisfaction of the Engineer inCharge. The fabricated bends shall have three or four cuts having its radius not less than five time the dia of pipe. The pipe shall be factory galvanized ( zinc coating both inside and outside) as per relevant IS standareds and the damaged portion of the pipe and specials made form the parent tube shall be provided anticorrosive treatment by applying two coats of antocorrosive bituminous paint over a priming coat as per AWWA Specification 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 carrriage of matrial flushing cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts.(5% of Lenght of Rising Main has been taken for Flanged) | | | |
|---|
| 62 | 42.01 | 1St Stage\nRD From To Length in mtrs Pipe (mm) Wall Thickness \n 0 790 790 100 4.80\n Flange Table Flanged Length 5%\n 28 39.5 | | 39.5 | Rmt |
|---|
| 63 | 43 | Providing, laying,jointing ( by way of circumfrential butt welded joints by electrical arc welding ) and testing of MSERW pipe L-210 of following dia meters confirming to BIS 3183-2007, steel grade -A (latest with upto date amendments) 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, beds 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 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 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). | | | |
|---|
| 64 | 43.01 | 1St Stage\nRD From To Length in mtrs Pipe (mm) Wall Thickness \n 0 790 790 100 4.80\n Flange Table Length of butt Belding@95%\n 28 750.5 | | 750.5 | Rmt |
|---|
| 65 | 44 | Laying,jointing 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, i/c cost of flanges conforming to table 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 size ,3mm thick compressed asbestos fiber gasket/ synthetic rubber gasket, confirming to relevant BIS code including all kind of flanged short pieces,bends,tees & other specials etc made from parent tubes & welded with flanges of tables as applicable for the perticular reach as per site condition including flushing cleaning & hydraulic testing as per directions of Engineer in charge. | | | |
|---|
| 66 | 44.01 | Gravity Main\nRD From To Length in mtrs Pipe (mm) Wall Thickness \n 0 5500 5500 Feeder pipe 125 4.80\n Flange Table Length of butt Belding@5%\n 5 275 | | 275 | Rmt |
|---|
| 67 | 44.02 | RD From To Length in mtrs Pipe (mm) Wall Thickness \n 0 3000 3000 Main Gravity100 4.5\n Flange Table Length of butt Belding@5%\n 5 150 | | 150 | Rmt |
|---|
| 68 | 44.03 | RD From To Length in mtrs Pipe (mm) Wall Thickness \n 3000 10750 7750 80 4.0\n Flange Table Length of butt Belding@5%\n 5 387.5 | | 387.5 | Rmt |
|---|
| 69 | 45 | Laying and Jointing (by way of circumfrential butt welded joints by electrical arc welding) and testing of G.I pipes of following dia meters confirming to BIS 3183-2007 (latest with upto date amendment) having wall thickness as per code with bevelled/ plain ends in arandom length of 4 to 7 meters, including manufacturing reducers tapers all shorts pieces bend etc as per site requirement made from parent tubes tees etc. The laying of pipe wil including lowring and laying in excavated trenches to ensuere required level including flushing cleaning and hydrolic testing complete in all respects to the satisfaction of the Engineeer in Charge. The fabricated bends shall have three or four cuts having its rudius not less then five times the dia of pipe. The damaged portion of the pipes and special made for parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminnous paint over a priming coat as per AWWA specification C-203-1978. The welding electroded 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 & Hydrolic testing complete to the best satisfaction & direction of Engineer in Charge with in all leads and lifts.( 95% Lenght of Rising main has been taken for Butt Welding) | | | |
|---|
| 70 | 45.01 | Gravity Main\nRD From To Length in mtrs Pipe (mm) Wall Thickness \n 0 5500 5500 125 4.80\n Flange Table Length of butt Belding@95%\n 5 5225 | | 5225 | Rmt |
|---|
| 71 | 45.02 | RD From To Length in mtrs Pipe (mm) Wall Thickness \n 0 3000 3000 100 4.5\n Flange Table Length of butt Belding@95%\n 5 2850 | | 2850 | Rmt |
|---|
| 72 | 45.03 | RD From To Length in mtrs Pipe (mm) Wall Thickness \n 3000 10750 7750 80 4.0\n Flange Table Length of butt Belding@95%\n 5 7362.5 | | 7362.5 | Rmt |
|---|
| 73 | 46 | Pumping machinery\nProviding 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 grade 4508 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:\n. | | 2 | Set |
|---|
| 74 | 46.01 | Discharge (Q) 9.75 LPS | | | |
|---|
| 75 | 46.02 | Total Dynamic head:- 407.89 Meter | | | |
|---|
| 76 | 46.03 | a) LWL in sump well (h) 1102 Meter | | | |
|---|
| 77 | 46.04 | b) Shaft level 1103 Meter | | | |
|---|
| 78 | 46.05 | c) Level at discharge point 1480 Meter | | | |
|---|
| 79 | 46.06 | d) Suction lift +ve | | | |
|---|
| 80 | 46.07 | e) Discharge head 377 Meter | | | |
|---|
| 81 | 46.08 | f) Static head 377 Meter | | | |
|---|
| 82 | 46.09 | Rising main | | | |
|---|
| 83 | 46.1 | a) Length 790 Meter | | | |
|---|
| 84 | 46.11 | b) Dia 100 mm | | | |
|---|
| 85 | 46.12 | Pumping hours 16 Hours | | | |
|---|
| 86 | 46.13 | Altitude of installation above MS 2200 Meter | | | |
|---|
| 87 | 46.14 | Characterstics of water : Clear water with turbidity up to 50 PPM. | | | |
|---|
| 88 | 46.15 | a) Temperature 20 degree centigrade. | | | |
|---|
| 89 | 46.16 | Note: One pump set will run to lift the total discharge of 9.75 LPS | | | |
|---|
| 90 | 47 | 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. | | 1 | Set |
|---|
| 91 | 48 | Providing MS sheet steel fabricated floor mounted closed(almirah type) switch board including angle iron post of suitable height and size ISA 40x4r0x6 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.1 above and to the entire satisfaction of \nHPSEB authorities. The same shall have to be replaced with out extra cost if recommended by HPSEB authorities\n | | 1 | Each |
|---|
| 92 | 48.01 | a) 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\n | | 1 | Each |
|---|
| 93 | 48.02 | b) Earth leakage circuit breaker of recommended make (Kilburn/L&T/MEI/GEC) 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 occurance of earth fault on off breaker load side end.\n | | 1 | Each |
|---|
| 94 | 48.03 | 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 difference as per IS:3482(latest\nedition)\n | | 1 | Each |
|---|
| 95 | 48.04 | d) 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\n | | 1 | Each |
|---|
| 96 | 48.05 | e) Digital Power factor meter of standard make AE/L&T/IMP/Havells as per relevant IS code with upto dateammendments\n | | 1 | Each |
|---|
| 97 | 48.06 | f) Digital Frequencey meter of standard makeAE/L&T/IMP/Havells as per relvant IS code with uptodate ammendments\n | | 1 | Each |
|---|
| 98 | 48.07 | 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 inducted current, one 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\n | | 2 | set |
|---|
| 99 | 48.08 | h) Providing & fixing of change over switches unit of Kilbur/L&T/siemens/stands/Havells make and of suitable capacity as per IS:4064:1978 with upto date ammendments\n | | 1 | set |
|---|
| 100 | 48.09 | i) Three phase indicator lamps complete with toggle switches for individual motors as per IS:3452:(P-I & II) with upto date ammendments\n | | 2 | set |
|---|
| 101 | 48.1 | 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\n | | 2 | set |
|---|
| 102 | 48.11 | k) Capacitor of Mechneil/ BHEL/GEC make as per 15:2834:1986 with upto date\nammendments, 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.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\n | | 2 | Each |
|---|
| 103 | 48.12 | l) 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:1248( P-V) 1983 with upto date ammendments\n | | 2 | Each |
|---|
| 104 | 48.13 | m) Providng Digital hour run meter of recommended make and suitable capacity as per IS:722(latest edition.)\n | | 2 | Each |
|---|
| 105 | 48.14 | n) Providing antivibration pads under the pumps and motors of suitable\nsize for the above pumping machinery as per IS:6337:1971.\n | | 2 | Each |
|---|
| 106 | 49 | Providing double flanged CI sluice valve PN1 of Leader/BHEL/Kirlosker/GLEd/Kilburn Fourses / Kartar make and equal to dia of suction pipe and cpable of withstanding the normal seat pressure as per IS:780:1984 with upto date ammendments\n | | 2 | Each |
|---|
| 107 | 50 | Providng double flanged cast steel sluice valves ASA-600 of leader/BHEL Kirlosker/Kilburn GLED/fourses make and equal the dia of delivery of pump and capable of withstanding the normal seat pressure and as per BIS standards with upto date ammdnements\n | | 2 | Each |
|---|
| 108 | 51 | Providng double flanged cast steel reflux valves ASA-600 of leader/BHEL Kirlosker/Kilburn GLED/fourses make and equal the dia of delivery of pump and capable of withstanding the normal seat pressure and as per BIS standards with upto date ammdnements\n | | 2 | Each |
|---|
| 109 | 52 | Providing double flanged cast steel reflux valves class ASA-600 of Leader/BHEL/KILROSKER/Kartar/KILBURN/GLED/FOURSES make and equal the dia of R/main on rising main and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments.\n | | 1 | Each |
|---|
| 110 | 53 | Providing 100mm dia circular dial analog pressure 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.\n | | 2 | Each |
|---|
| 111 | 54 | Providing discharge meter of standard make to be fixed on the rising main in pump house as per the directions of the Engineer in charge as per Is:2373:1981 with upto date ammendments\n | | 1 | Each |
|---|
| 112 | 55 | Installation of all the items apparing at serial No.1 to 10 as per the systematic\ndrawing \n | | 1 | Job |
|---|
| 113 | 56 | 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 accessories including 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.12. The size of the various components to be as under:\n | | | |
|---|
| 114 | 56.01 | Suction pipe : One dia higher then the suction of pump offered and suitable to keep the velocity of flow from 1 to 1.5M/second in the suction pipe\n | | 10 | Rmtr |
|---|
| 115 | 56.02 | Delivery pipe: One dia higher then the delivery of the pump offered and suitable to keep the velocity of flow from 1.5 to 2M/second in the delivery pipe\n | | 10 | Rmtr |
|---|
| 116 | 56.03 | Common header : One dia higher then delivery of pump x 150 mm dia\n and will extend upto 5 meters from the outer wall of the pump house in the\ndirection to be jointed\n | | 5 | Rmtr |
|---|
| 117 | 57 | Providing and laying copper PVC insulated arsoured power cable (One cable carrying all the three phases) of suitable size and capacity 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\n | | | |
|---|
| 118 | 57.01 | (a) Motor side (From switch to starter and starter to motor) | | 10 | Rmtr. |
|---|
| 119 | 57.02 | (b) Supply side (From Meter of HPSEB to bus bar and switch) | | 10 | Rmtr. |
|---|
| 120 | 58 | Providing and fixing double loop earth with copper plate 600mmx600x3mm thick electrode complete with 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. | | 1 | Job |
|---|
