Irrigation And Public Health Department has published Providing Fhtc To Left Uot House Hold For Nal Se Jal Under Jal Jeevan Mission Mission Under Jubbal And Kotkhai Constituency In Jal Shakti Division Jubbal Ditrict Shimla (H.P). (Sh: Construction Of Rcc Intake Chamber = 1 No., Providing, Fixing And Welding . Submission Date for this Tender is 01-05-2021. Pipe Laying Tenders in Jubbal Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: - Providing FHTC to left uot house hold for Nal Se Jal under Jal Jeevan Mission Mission under Jubbal and Kotkhai constituency in Jal Shakti Division Jubbal Ditrict Shimla (H.P). (SH: Construction of RCC intake chamber = 1 No., Providing, fixing and welding of R/main, Supply and errection of pumping machinery and laying, jointing and testing of G.I pipes of 25 mm dia = 1000 Rmt., 32 mm dia = 2900 Rmt., 40 mm dia = 2200 Rmt. and 80 mm dia = 100 Rmt.) (Job. 1st) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in foundation,trenches (trenches for laying of pipes and man hole chambers) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft/hard rock where blasting is prohibited in all lifts including trimming & dressing of sides, levelling of beds to correct grade i/c shoring/strutting, planking,timbering & dewatering wherever required, stacking the usable & unusable material/soil separaterly & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15 Cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unusable material as directed with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of diversion for traffic,night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer - in - charge. | 1354.57 | Cum. | |
| 2 | 2 | Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-In-Charge. | 0.33 | Cum. | |
| 3 | 3 | Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge. | 0.16 | Cum. | |
| 4 | 4 | Provididng and laying 1:1:2(1 Cement: 1 Sand: 2 graded stne agg. 20mm Nominal Size) and curing complete excluding cost of form work and reinforccement for reinforced concrete work in Wall ( any thickness but not less than 0.10 mtrs thickness), of manhole chambers, Cols etc in foundation & plinth up to floor two level. | 0.61 | Cum. | |
| 5 | 5 | Providing Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete in all respect in foundation up to floor two levels. | 141 | Kg. | |
| 6 | 6 | Providing from work of steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooden battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for insitu reinforced concrete and plain concrete work with in all leads and lifts as per the direction of the Engineer-in-charge in - | |||
| 7 | 6.01 | i) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads and lifts as per the direction of the Engineer - in - Charge. | 5.84 | Sqm. | |
| 8 | 6.02 | ii) Flat surfaces such as soffits and suspended floors, roofs landing and the like: Floors etc up to 200 mm in thickness with in all leads and lifts as per the direction of the Engineer - in - Charge. | 0.72 | Sqm. | |
| 9 | 7 | Providing and Fixing (M.S. Sheet & Angle Iron) 600x600 mm size man hole cover with frame and controling chaber for wheel valve complete in all respects including locking arrangements etc. (not less than 58 Kg) within all leads and lifts and as directed by the Engineer-in-charge. | 1 | Nos. | |
| 10 | 8 | Providing and laying (porus) No fine cincrete 1:4 (1 cement: 4 graded stone agg. 40mm) and above and curing complete with weep holes or porus etc. with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge. | 0.11 | Cum. | |
| 11 | 9 | Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts. | |||
| 12 | 9.01 | Bajri 6mm to 20mm | 0.08 | Cum. | |
| 13 | 9.02 | Bottom layer broken stone 3mm to 6mm | 0.07 | Cum. | |
| 14 | 10 | Laying , jointing and testing in trenches Galvanised Mild Steel tube of the following dia metres including smooth bending by necessary bends, or through pipe bending machine with necessary all pipe fittings such as Tees, Elbows, Union & Reducers etc. of ISI marked & testing for leakage complete with in all leads & lifts as per entire satisfication of Engineer - in - charge. (Earth work in trenches to be measured and paid for separately) | |||
| 15 | 10.02 | 25 mm dia. | 1000 | Rmt. | |
| 16 | 10.03 | 32 mm dia | 2900 | Rmt. | |
| 17 | 10.04 | 40 mm dia | 2200 | Rmt. | |
| 18 | 10.05 | 80 mm dia. | 100 | Rmt. | |
| 19 | 11 | Providing & fixing of Brass full way wheel valve of the following diametre including necessary all pipe fittings with in all leads & lifts as per entire satisfication of Engineer - in - charge. | |||
| 20 | 11.02 | 25 mm dia. | 1 | Nos. | |
| 21 | 11.03 | 32 mm dia | 3 | Nos. | |
| 22 | 11.04 | 40 mm dia. | 1 | Nos. | |
| 23 | 12 | Providing, laying, testing & commissioning at site in trenches bevelled ended API pipes of various grades conforming to IS/ ISO 3183-2017 latest with upto date amendements having wall thickness and per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable ends with upto date amendments (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site, tail pieces, tees, bends and other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts and as directed by Engineer-in-charge. The pipe shall haves zinc coating inside & out side conforming to IS-4736-1986 or latest with upto date amendments. The laying shall conform to BIS 5822-1970 or latest with upto date amendments to the entire satisfaction of Engineer-in-charge (Earth work shall be measured and paid for separately). Dia of pipe Class of pipe Thickness F.Table RD | |||
| 24 | 12.01 | 80mm API L-245 4.80 28 0-900 | 900 | Rmt. | |
| 25 | 13 | Laying , testing & commissioning at site in trenches following plain ended GMS pipe of various dia as under conforming to BIS 1239 (part-1) 1990 or latest with upto date amendments, capable of withstanding required test pressure as prescribed in BIS code in random lengths of 5.5 to 6.5 mtr. The pipes ends shall be bevelled suitable for butt weld, including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site tail pieces tees bends manufactured from parent pipes etc. and cutting of pipes wherever rerquired as per site requirement including carriage in all leads and lifts as directed by Engineer-in-charge (earth work shall be measured and paid for separately). | |||
| 26 | 13.01 | Dia of pipe Class of pipe Thickness F.Table RD 80mm Heavy ----- 17 900-1200 | 300 | Rmt. | |
| 27 | 13.02 | 80mm Medium ----- 17 1200-1500 | 300 | Rmt. | |
| 28 | 13.03 | 80mm Medium ----- 5 1500-1600 | 100 | Rmt. | |
| 29 | 14 | Providing welding and fixing M.S plate flanges of following dia (nominal bore) of following flanges Table conforming to IS 6392-1971 or latest with upto date amendments to MSERW/G.I. pipe after every 100 metres or as per site requirement including cutting of pipes wherever required welding in three layers (leak proof) conforming to specifications as prescribed in relevent IS code i.e IS 816-1969 or latest as applicable with upto date amendments with nuts, bolts & washers and specials etc. fonforming to IS 1963 or latest with upto date amendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticrossive paints complete in all respect in all leads lifts and carriage of material at site and as directed by the Engineer-in-charge. Dia of pipe Class of pipe Thickness F.Table RD | |||
| 30 | 14.01 | 80mm API L-245 4.80 28 0-900 | 9 | Nos. | |
| 31 | 14.02 | 80mm Heavy ----- 17 900-1200 | 3 | Nos. | |
| 32 | 14.03 | 80mm Medium ----- 17 1200-1500 | 3 | Nos. | |
| 33 | 14.04 | 80mm Medium ----- 5 1500-1600 | 1 | Nos. | |
| 34 | 15 | Pumping Machinery (Jai Pidi Mata) Bhagoli Nallah Stage Ist Providing horizontal spindle,horizontal/redial split casing/and suction(Back-full 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 ammend-ments 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 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. | 2 | Sets | |
| 35 | 15.01 | Discharge (Q) 3.28 LPS for each pump. | |||
| 36 | 15.02 | Total Dynamic head:- 399.76 Mtrs | |||
| 37 | 15.03 | a) LWL in sump well (h) 1967 metre | |||
| 38 | 15.04 | b) Shaft level 1970 metre | |||
| 39 | 15.05 | c) Level at discharge point 2350 metre | |||
| 40 | 15.06 | d) Suction lift 380.00 metre. | |||
| 41 | 15.07 | e) Discharge head 3.00 metre | |||
| 42 | 15.08 | f) Static head 380 metre | |||
| 43 | 15.09 | Rising main | |||
| 44 | 15.1 | a) Length 1600 mtr | |||
| 45 | 15.11 | b) Dia 80 mm | |||
| 46 | 15.12 | Pumping hours 8 Hours | |||
| 47 | 15.13 | Altitude of installation above | |||
| 48 | 15.14 | MSL 1970 metre | |||
| 49 | 15.15 | Characterstics of water Raw water with turbidity up to 6000 PPM. | |||
| 50 | 15.16 | a) Temperature 35 degree centigrade. | |||
| 51 | 16 | 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 ammendments immeidately after the power meter of the HPSEB.\nICTP Switch Make Type Capacity | 2 | Sets | |
| 52 | 17 | 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 capacable of mounting the following accessories withina ll internal connections. All the accessories should be suitable for the proposed pumping machinery at item No.1 above and to the entire satisfaction of HPSEB authorities. The same shall have to be replaced with out extra cost if recommended by HPSEB authorities.\nPanel Switch Board Drawing Layout plan | 2 | Nos. | |
| 53 | 18 | i) MCB/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.\nMCB/MCCB Make Type Range Capacity | 2 | Nos. | |
| 54 | 18.01 | II) 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 occurnce of earth fault on off breaker load side end.\nE.L.C.B Make Type Range. | 2 | Nos. | |
| 55 | 18.02 | (III) 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 edition)\nVoltage Monitor Relay Make Type Range. | 1 | No. | |
| 56 | 18.03 | Digital 100 mm diameter circular dial A.C.supply voltmeter of recommended make AE/IMP/Havells of suitable rane with selector switches as per Is:4064:1978 with upto date ammendments.\nVoltmeter Type Make Range. | 1 | No. | |
| 57 | 18.04 | Digital Power factor meter of standard make AE/L&T/IMP/Havells as per relevant IS code with upto dateammendments.\nPower Fectoe Meter Type Make Range. | 1 | No. | |
| 58 | 18.05 | Digital Frequencey meter of standard makeAE/L&T/IMP/Havells as per relvant IS code with uptodate ammendments.\nFrequency Meter Type Make Range. | 2 | Nos. | |
| 59 | 18.06 | 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.\nBus Bar Chamber Type Make Range. | 2 | Nos. | |
| 60 | 18.07 | 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.\nICTP Switches Type Make Capacity. | 2 | Nos. | |
| 61 | 18.08 | Three phase indicator lamps complete with toggle switches for individual motors as per IS:3452:(P-I & II) with upto date ammendments.\nThree Phase Indicator Type Make Capacity. | 2 | Nos. | |
| 62 | 18.09 | 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.\nAmmeter Type Make Range. | 2 | Nos. | |
| 63 | 18.1 | Capacitor of crompton/L&T/NGEP 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.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.\nCapacitor Type Make Range | 2 | Nos. | |
| 64 | 18.11 | 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 phase preventor as per IS:1248( P-V) 1983 with upto date ammendments.\nStarter Type Make | 2 | Nos. | |
| 65 | 18.12 | Providng Digital hour run meter of recommended make and suitable capacity as per IS:722(latest edition.).\nHour Run Meter Type Make Capacity. | 2 | Nos. | |
| 66 | 18.13 | Providing antivibration pads under the pumps and motors of suitable size for the above pumping machinery as per IS:6337:1971.\nAntivibration Pads Size Make Material. | 2 | Nos. | |
| 67 | 19 | 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.\nSluice Valve Make Class Seat Pressure. | 2 | Nos. | |
| 68 | 20 | Providng double flanged cast iron sluice valves PN-I of leader/BHEL Kirlosker/Kilburn GLED/fourses/ Kartar make and one step higher then delivery line of pump and capable of withstanding the normal seat pressure and as per BIS standards with upto date ammdnements.\nSluice Valve Make Class Seat Pressure Material. | 2 | Nos. | |
| 69 | 21 | Providing double flanged swing type cast iron valve, PN-I of Leader/BHEL/Kirlosker/Kilburn/GLEd/Fourses/ Kartar make and having bye pass arrangements of one step higher then delivery line of pump and capable of withstanding normal seat pressure as per BIS standards with upto date amnmendments).\nReflux Valve Make Class Seat Pressure Material | 2 | Nos. | |
| 70 | 22 | Providing double flanged cast iron reflux valves class PN-I of Leader/BHEL/KILROSKER/Kartar/KILBURN/GLED/FOURSES/ Kartar make and of 350 mm dia having bye pass arrangements for rising main and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments.\nReflux Valve Make Class Seat Pressure Material | 2 | Nos. | |
| 71 | 23 | 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.\nPressure Gauge Make Range. | 2 | Nos. | |
| 72 | 24 | 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.\nDischarge Meter Make Type Range | 2 | Nos. | |
| 73 | 25 | Installlation of all the Item Apearing at Item No. 15 to 29as per sysematic drawing. | 1 | Job | |
| 74 | 26 | 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.1.\nThe size of the various components to be as under:\ni) 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.\nii) 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.\niii) Common header : One dia higher then delivery of pump x 350 mm dia and will extend upto 5 meters from the outer wall of the pump house in the direction to be jointed.\nSuction Pipe Material Grade Thickness Pressure rating.\nDelivery oioe and common header Material Grade Thickness Pressure rating. | 1 | Job | |
| 75 | 29 | 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 /EICD/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.\nArsoured Power Cable \nA. Motor Side (from switch to starter and starter to motor) Size Make Type Capacity Core\nB. Supply Side (from meter to HPSEB to bus bar and switch) Size Make Type Capacity. | 1 | Job |
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