Irrigation And Public Health Department has published Providing Drinking Water Supply Facility To Village Lashrana And Datwar From Lwss Lashrana Datwar In Gp Datwar In Tehsil Sandhole District Mandi ( Hp ) Under Jal Jeevan Mission ( Har Ghar Nal Se Jal ) Construction Of Percolation Well , Laying Jointin. Submission Date for this Tender is 07-11-2019. Pumping Machiney Tenders in Sandhole Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work:Providing drinking water supply facility to village Lashrana and Datwar from LWSS Lashrana Datwar in G.P. Datwar in Tehsil Sandhole District Mandi (HP) under Jal Jeevan Mission (Har Ghar Nal Se Jal). (SH:- Construction of percolation well, laying,jointing & testing of rising main, supply & errection of pumping machinery, laying/ jointing of GMS pipe (LC) of various dia for distribution system and providing & fixing Functional House Tap Connections). | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Percolation Well:-Excavation in foundation for digging well in dry excavation from G.L.upto the level,where well curb is placed the level,where well curb is placed depth complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 61.07 | cum | |
| 2 | 2 | Wet well sinking gravel including all pumping, soring etc.complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | |||
| 3 | 2.01 | From 1.50 mtr below ground level spring level to 3.00 mtr.depth complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 122.15 | cum | |
| 4 | 2.02 | From spring level to 3.00 metre to 6.00 mtrs. Depth complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 122.15 | cum | |
| 5 | 2.03 | From spring level to 6.00 mtr.depth to 9.00 metre depth complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 122.15 | cum | |
| 6 | 2.04 | From spring level to 9.00 mtr.depth 10.00 metre depth complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 40.72 | cum | |
| 7 | 3 | Steel work in sigle section i/c cutting, hoisting & fixing in position etc.in RS joists,Channels,angles & tees etc.complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 11.42 | Qtl | |
| 8 | 4 | Lowering of well curb complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 11.42 | Qtl | |
| 9 | 5 | Providing and laying cement concrete work 1:1.5:3 (1cement: 1.5 sand: 3 graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- | |||
| 10 | 5.01 | Suspended floors, roofs, landings and shelves and their supports, balconies, beams ,griders bressumers and cantilevers upto all floor level complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 35.63 | Cum | |
| 11 | 5.02 | in Columns, Pillars & Posts etc.complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 23.54 | Cum | |
| 12 | 5.03 | Walls any thickness including attached pillaster buttresses, plinth and string courses from top of foundationup to all floor level complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 102.01 | Cum | |
| 13 | 5.04 | Stair cases (except spiral stair cases) excluding landing nut including preparing of the surface and finishing of nosing upto floor two level complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 2.14 | Cum | |
| 14 | 6 | Providing and Laying no fine concrete 1:4 (1cement : 4 stone aggregate) complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 80.86 | Cum | |
| 15 | 7 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | |||
| 16 | 7.01 | Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses,plinth & string courses and the like complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 481.17 | Sqmt | |
| 17 | 7.02 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm kin thickness complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 51.82 | Sqmt | |
| 18 | 7.03 | Beams ,cantilevers,girders & lintels, side & soffits of beams, haunching, binding & placeing in position complete upto floor two level complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 105.93 | Sqmt | |
| 19 | 8 | Providing Tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 12580.5 | Kg | |
| 20 | 9 | Providing and laying cement concrete1:3:6 (1Cement : 3 Sand : 6 graded stone aggregate 40 mm nominal size) & curing complete excluding the cost of form work in found.& plinth complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 7.73 | Cum | |
| 21 | 10 | Providing and fixing SFRC Man hole cover with frame having frames size of 500 mm internal dia.(Medium duty)The weight of cover & frame should not be less than 116 kg complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 1 | Nos | |
| 22 | 11 | Providing 200 mm wide CI rungs with chequered or ribbed non slip surface including fixing in structure with 200 x 200 x 100 mm cement concrete 1:3:6 ( 1 cement :3 sand : 6 graded stone aggre 20 mm nominal size ) complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 49 | Nos | |
| 23 | 12 | Boulder/Stone filling dry hand packed tightly complete under lean conrete to prevent the entry of surface water complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 5.8 | Cum | |
| 24 | 13 | Steel work welded in build up section, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paintin grating, framed guard bars ladders, railing brackedts and similar works complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge. | 182.74 | Cum | |
| 25 | 14 | Pump House:- Brick work using common burnt clay building bricks (IInd class) in super structure above plinth level upto floor two level in cement mortar 1:6 (1cement:6 sand) in all leads and lifts. | 9.63 | Sqmt | |
| 26 | 15 | Providing and fixing presed steel door frames manufactured from commercial mild steel of 1.25 mm thickness I/chinges fans lag joints bend and if required threshhold of mild steel angle etc.(a) Profile "A" with in all leads and liftscomplete in all respect. | 10.9 | Rmt | |
| 27 | 16 | Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clear story 40mm thick windows including bright finished black enameled iron with necessary screws with second class deodar wood 40mm thick in all leads and lifts. | 3.02 | Sqmt | |
| 28 | 17 | 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. | |||
| 29 | 17.01 | In trusses and trussed purlings in buildings. | 422.68 | Kg | |
| 30 | 18 | Providing and fixing prepainted sheet roofing 0.63mm thick Tata make complete in all respect as per the direction and entire stisfection of Engineer-in Charge. | 50.48 | Sqm | |
| 31 | 19 | 15mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar4 1:6(1cement:6sand) kin all leads and lifts. | 43.75 | sqm | |
| 32 | 20 | Flush pointing on Brick/stone masonary in CM 1:3 (1 cement:3sand) | 43.55 | sqm | |
| 33 | 21 | Vitrified tiles in flooring white glazed tiles 8 mm in flooring,tread,steps and landing laid on a bed 12mm thick cement mortor (1:3) finished with flushed pointing in white cement. | 14.14 | sqm | |
| 34 | 22 | Providing and fixing of MS grill in windows and ventilators. | 50.31 | Kg | |
| 35 | 23 | Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink in all leads and lifts. | 5.16 | sqm | |
| 36 | 24 | Painting two coats(excluding priming coat) on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than white in all leads and lifts. | 5.16 | sqm | |
| 37 | 25 | Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dial meters bolts and nuts and wooden plug and embeding in cement mortar block 30x10x15cm (1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size. | 16 | Each | |
| 38 | 26 | Providing and fixing following anodized aluminium fittings of anodized transparent and shade with necessary screw etc.complete | |||
| 39 | 26.01 | (a) Sliding door bolts 250x16mm. | 2 | Nos | |
| 40 | 26.02 | (b-i) M.S. tower bolts (Barrel type) leads and lifts. 200x10mm. | 4 | Nos | |
| 41 | 26.03 | (b-iii) M.S. tower bolts (Barrel type) leads and lifts. 100x10mm. | 4 | Nos | |
| 42 | 26.04 | (c-i) M.S. handles 125mm dia | 2 | Nos | |
| 43 | 26.05 | (c-ii) M.S. handles 75mm dia | 4 | Nos | |
| 44 | 27 | 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 priming caot with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar dropping and other foreign matter and also including preparing the surface even and sand papered smooth primer coat with distemper primer. | 43.75 | Sqm | |
| 45 | 28 | Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thotoughly brushing the surface to remove all dirt & remains of loose powdered materials. | 43.55 | sqm | |
| 46 | 29 | Rising Main:-Excavation in foundation, trenches (for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil , blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration 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. | 223 | cum | |
| 47 | 29.01 | Laying, fixing, jointing and testing in trenches of galvanised GMSERW/GMS flanged/butt welded pipes including cost of flanged bends of all degrees conforming to IS/ISO 3183-2007/IS 1239-2004 ( with upto date ammendements ) having wall thickness / class as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube.The M.S. flanges are to be provided 1% of total joints and remaining 99% joints with butt welded joints as per table below. The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees,valves 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 IS:4736 -1986 (with upto date ammendments) with mass of zink coating not less than 400 gm/m2. The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ L&T or ISI marked make.Negative tolerance in thickness and mass/weight will not be accepted. 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 and flanged joint & butt welded joints shall be measured and paid for separately).After getting the design approved from competent authority, If there will be any change in the class and thickness of Rising main, the cost of the same will be paid on pro-rata basis. | |||
| 48 | 29.02 | Booster Stage: 100 mm dia GMS pipe (Heavy class) of 4.50 mm thick in Rising Main from RD 0/0 to 380 Rmt.=380 Rmt. With flange Table-5. | 380 | Rmt | |
| 49 | 30 | Providing and welding M.S. flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) with plain end GMSERW/GMS pipe in three layers (one inner and two outer) with pipes at both ends to make the joint leak proof (The cost of providing and laying of GMSERW/GMS pipes and butt welded joint to be measured and paid for separately). The welding of flanges should conform to IS: 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364 including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satisfaction of Engineer in Charge with in all leads and lifts. | |||
| 50 | 30.01 | Booster Stage: 100 mm dia GMS pipe (Heavy class) of 4.50 mm thick in Rising Main from RD 0/0 to 380 Rmt.=600 Rmt. With flange Table-5. | 1 | Joint | |
| 51 | 31 | Providing circumferential butt welded joints by electrical arc welding to GMSERW/GMS pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes conforming to IS 814-1991, at site of work complete in all respects, including DPT & manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. | |||
| 52 | 31.01 | Booster Stage: 100 mm dia GMS pipe (Heavy class) of 4.50 mm thick in Rising Main from RD 0/0 to 380 Rmt.=600 Rmt. With flange Table-5. | 62 | Nos | |
| 53 | 32 | Pumping Machinery:-Supply of submersible pumping set of KSB /KIRLOSKAR/ HINDUSTAN/Johnstion make comprising to latest relevant BIS Code. The pump should be fitted with bronze impeller of suitable alloys as per IS 8034-1976/ latest suitable for Clear Water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP, RPM 2900/1450 of reputed make conforming to BIS: 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guards, erection clamps , cable clips and depth gauge etc. and suitable for operation on data given below:- | 2 | set | |
| 54 | 32.01 | (A) SITE CONDITIONS:-Location of site:- | |||
| 55 | 32.02 | The altitude of place in which the motor is intended to work in ordinary service.- 630 mtrs. | |||
| 56 | 32.03 | Humidity:- Humid during rainy season | |||
| 57 | 32.04 | Nature of atmosphere:- Normal | |||
| 58 | 32.05 | Detail of quality of water:- | |||
| 59 | 32.06 | Water free from sand or not:- | |||
| 60 | 32.07 | Water corrosive or not:- Not corrosive | |||
| 61 | 32.08 | Turbidity:- Less than 50 PPM | |||
| 62 | 32.09 | Type of well:- Percolation well | |||
| 63 | 32.1 | Inside dia of well:- 6.00 mtrs. | |||
| 64 | 32.11 | Depth of water during HFL in the well:- | |||
| 65 | 32.12 | Maximum draw down:- | |||
| 66 | 32.13 | Depth of well :- | |||
| 67 | 32.14 | Any other information if required. | |||
| 68 | 32.15 | (B) OPERATING CONDITIONS:- Type of current:- Ac. Three phase | |||
| 69 | 32.16 | Operating frequency 50 Hz | |||
| 70 | 32.17 | Rated voltage 400(+/-) 10% volts. | |||
| 71 | 32.18 | System of earthing if any to be adopted-Double loop earthing as per BIS: 3243-1987 latest with upto date amendments . | |||
| 72 | 32.19 | Speed of revolution-To be quoted by tenderer. | |||
| 73 | 32.2 | Direction of rotation-To be quoted by tenderer . | |||
| 74 | 32.21 | No. of working hours per day. -Hours. | |||
| 75 | 32.22 | The maximum temperature of cooling air and water in the place in which the pump set is intended to work in ordinary service - Temperature of place to be specified 200C to 420C. | |||
| 76 | 32.23 | (C) MOTOR:- Ref. to BIS code-BIS: 9283-1979 with upto date amendments | |||
| 77 | 32.24 | Type of enclosure of motor.-As per BIS:4691-1985 (Latest) | |||
| 78 | 32.25 | Type of duty : Continuous | |||
| 79 | 32.26 | Mechanical output in KW-Suitable for driving submersible pumps required for duties specified against pumps. To avoid overloading of motor a margin of about 15-20% may be kept in the rated output to prime Mover. | |||
| 80 | 32.27 | Class of insulation- Class –B | |||
| 81 | 32.28 | Max. Permissible temp. Rise of motor reqd. if different from that given in 8 (viii) above. To be specified by the tenderer. | |||
| 82 | 32.29 | Particulars of test reqd. & where they are to be conducted.-AS per terms and conditions attached. | |||
| 83 | 32.3 | Particulars as to whether voltage limiting device will be employed.-Oil immersed star delta starter to be installed between bus bar and motor. Shunt capacitor is also proposed to be installed for improving the power factor at site. | |||
| 84 | 32.31 | Type of motor-As per BIS 9283-1979 or latest. | |||
| 85 | 32.32 | Details of shaft extension required:- | |||
| 86 | 32.33 | Break way torque in terms of rated load torque and the corresponding break-way starting current which may be taken from the supply with the starting apparatus in circuit. -Break way torque to be given by the tenderer but the starting current should not exceed 2.5 times of the full load current. | |||
| 87 | 32.34 | Nature of load and any information regarding the driven machine which has a bearing upon the torque reqd. during the accelerated period, the kinetic energy of the moving parts to be accelerated and No. of starts during a specified period. -To work the pump offered | |||
| 88 | 32.35 | Where possible fault capacity of the system to which the motor is connected.-The motor should be able to withstand initial current of 2.5 times the rated current for two minutes without suffering damages or permanent deformations. | |||
| 89 | 32.36 | (D) PUMPS:-Nos. of pumps required.-2 Nos. pumps, out of which one set will work at a time and one set will act as stand by. | |||
| 90 | 32.37 | Spare parts required.-For two years normal maintenance as recommended by manufacturer. | |||
| 91 | 32.38 | Type of drive.-Electric induction motor. | |||
| 92 | 32.39 | Optional fittings required | |||
| 93 | 32.4 | Pump Operating conditions Total | |||
| 94 | 32.41 | Capacity :6.24 LPS for each pump or 22.46 cumecs/hr. | |||
| 95 | 32.42 | Total head in meters: 48.56 Mters | |||
| 96 | 32.43 | Static head : 38.50 Meter | |||
| 97 | 32.44 | Minimum depth of water- Meter | |||
| 98 | 32.45 | Variation in water level- Meter | |||
| 99 | 32.46 | Ground level to Max. water level: | |||
| 100 | 32.47 | Ground level to delivery point - 1006.50 Meter | |||
| 101 | 32.48 | Pressure in the suction tank.- Meter | |||
| 102 | 32.49 | Pressure in the delivery tank | |||
| 103 | 32.5 | Length of rising main-380 Meter | |||
| 104 | 32.51 | Dia of rising main -100.00 mm | |||
| 105 | 32.52 | Turbidity of water->50.00 PPM | |||
| 106 | 32.53 | Drive type-Electric driven | |||
| 107 | 32.54 | Limits of total head in which the pump is required to operate.-(-)15% (+)10% of total head at duty points | |||
| 108 | 32.55 | Suction/Delivery size of pump-To be specified by the tenderer.-To be specified by the tenderer. | |||
| 109 | 32.56 | Efficiency of pump at -To be specified by the tenderer. | |||
| 110 | 32.57 | a) Duty head | |||
| 111 | 32.58 | b) ( + ) 10% head. | |||
| 112 | 32.59 | c) ( - ) 15% head. | |||
| 113 | 32.6 | Material of construction-To be specified by the tenderer (manufacturers certificate to be appended. | |||
| 114 | 32.61 | Supply of Direct on line of reputed make i.e conforming to BIS : 8544 - ( Part-I)1985 or latest with upto date amendments for squirrel cage induction motor (make to be specified by the tenderers) mounted on panel board with magnetic type over load release and gas-pots, time legs, under voltage release & initial oil filing suitable for required HP motor. | 2 | Nos | |
| 115 | 32.62 | Supply of MS. Angle iron steel sheet 16 SWG fabricated floor mounting closed (Almirah type) switch board comprising and capable of mounting the following accessories and with all internal electric connections, duly painted. The drawing of panel board shall be subject to approval of Engineer-in-Charge. | 1 | Nos | |
| 116 | 32.63 | Ammeter AC supply, 100 mm square type auto electric of AE/ L&T Rishab make of required capacity for above motor with selector switches conforming to IS:1248 (Part - II)-1983 latest with upto date amendments. | 2 | Nos | |
| 117 | 32.64 | Voltmeter AC supply, 100 mm square type auto electric AE/ L&T Rishab make of 0 - 500 Volts range for above motor with selector switches conforming to IS-1248 (Part - II)-1983 latest with upto date amendments. | 1 | Nos | |
| 118 | 32.65 | ICTP switches with HRC fuses of Havells/L&T/standard /cromption make for required motor of required capacity and conforming to IS: 4064 (part - II)1978 latest with upto date amendments. | 1 | set | |
| 119 | 32.66 | Bus bar chamber having 3 copper bars of suitable rating for full length of 3 phases and one bar of half the rating of full length for neutral conforming to IS: 8084–1976 and 11354-1985 read with 5578-1985 all latest with upto date amendmentsof suitable rating. | 1 | Nos | |
| 120 | 32.67 | M.C.B.of suitable capacity of Havells/standard/MDS/Jyoti/Kilburn make to feed motors offered by the tenderer conforming to IS: 2516 (Part-II) 1985 latest with upto date amendments with neutral linked under voltage release. | 1 | Nos | |
| 121 | 32.68 | 3 phase indicator lamps complete with toggle switches for individual motors conforming ti IS 3452 part I & II latest with up to date amendments of 15 watts. | 1 | set | |
| 122 | 32.69 | 50 mm dial Hour run meter of CEE / NEE make of suitable range as per relevant IS specifications. | 1 | Nos | |
| 123 | 32.7 | Supply of Kirloskar/ Leader make dia. Cast Iron (class PN 1.00) double flanged sluice valve of having size one dia higher than delivery of pump and capable of with standing nominal seat pressure of 10.20 kg/cm2 as per IS:780-1984 (Part-I) or latest ammendments. | 2 | Nos | |
| 124 | 32.71 | Supply of Kirloskar /Leader make dia. Cast Iron (class PN 1.00) double flanged Swing check/Reflux/Non Return valve having bye pass arrangement and capable of with standing nominal seat pressure of 10.20 kg/cm2 as per IS :5312-1984(Part-I) or latest ammendments. | 2 | Nos | |
| 125 | 32.72 | Providing and laying suitable size copper PVC insulated armoured power --- core cable conforming to BIS:1554 (Part-I)–1988 of latest with upto date amendments siemen/closter/ICC make form meter of HPSEB to MCB and form MCB to Bus bar switch and starter (one cable carrying all three phases) including all other electrical equipment / accessories such as thimbles, flexible pipe solder, nuts and bolts, cable glands, etc. laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer. | |||
| 126 | 32.73 | Supply side suitable size | 10 | Rmt | |
| 127 | 32.74 | Supply of Leader /Kirloskar make 100 mm dia.Cast Iron,Class PN 1.0 double flanged Swing check/Reflux/Non Return valve valve having bye pass arrangement and 100 mm dia. of rising i.e. 100 mm for withstanding nominal seat pressure of 10.20 Kg/Cm 2 as per IS:780-1984(Part-I)or latest ammendments. | 1 | Nos | |
| 128 | 32.75 | Supply of PVC joint less flat water proof cable as per IS: 694-1990 latest with upto date amendments suitable for the pump sets offered from MCB to motor including all other electrical equipment / accessories such as thimbles, flexible pipes solder, nuts and bolts, cable glands etc laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities & in case of non acceptance by HPSEB authorities it shall have to be replaced by tender. | 1 | Job | |
| 129 | 32.76 | Providing and laying double loop earthing with G.I. wire & G.I plate complete with material such as charcoal, common salt, GI. Pipes, thimbles, nuts and bolts, digging of pits, GI. Wiring and aluminum strips of required capacity conforming to BIS: 3043-1987 latest with upto date amendments for above motors and other electrical equipment’s. | 1 | Job | |
| 130 | 32.77 | Supply of standard make circular dial pressure gauge 0-11 kg/cm2 range of feibig make with all accessories such s stop cock, copper tubing etc, conforming to IS: 3624-1987 latest with upto date amendments. | 1 | Nos | |
| 131 | 32.78 | Providing and laying delivery pipe one dia higher to delivery of pump mm dia. and common header 100 mm dia.as per IS:1239-1990 (Part-I) jointed with MS flanges of table -5 as per IS: 6392-1971 (upto a length of 20 mtrs ) including rappers, flanges, rubber gaskets, nuts and bolts and specials upto 5 mtrs away from the outer wall of pump houses as per layout drawings approved by Engineer-in-Charge. | 1 | Job | |
| 132 | 32.79 | Supply of floor/wall mounted power factor shunt capacitor conforming to BIS:2834-1986 latest with upto date amendments Bajaj / L&T / Asian / cromption make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of suitable rating each including cable of siemens/Gloster/ICC make form bus bar chamber to capacitor and also including L&T/LK/Kilburn make ICTP switches conforming to IS :4064 (Part-II)-1978 or latest with HRC fuses (range to be specified by the tendrerer) of required KVAR. | 2 | Nos | |
| 133 | 32.8 | Erection of all equipment from Sen. 31.61 to 31.79 including cost of tees, bends, tapers and any other fittings required as per site conditions and as per direction of Engineer-in-charge. | 1 | Job | |
| 134 | 33 | Distribution System:Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled/ mattelled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge. | 1489.12 | cum | |
| 135 | 33.01 | Laying,jointing & testing of screwed and socketted Galvanised Mild steel tube (Light Class) of approved make or of approved rate contract of DGS & D/HP Government conforming to BIS 1239-2004 ( with upto date ammendements ) of following diameter and class including all specials and fittings as required complete as per actual site condition with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in Charge. The pipe shall be factory galvanized as per IS: 4736-1986 (with up to date ammendements) with zink coating not less than 400 gms/sqm. ( Earth work in trenches to be measured and paid separately ) (Labour Rate). | |||
| 136 | 33.02 | 25 mm diameter GMS Pipe (LC) (Labour Rate). | 810 | Rmt | |
| 137 | 33.03 | 32 mm diameter GMS Pipe (LC) (Labour Rate). | 500 | Rmt | |
| 138 | 33.04 | 40 mm diameter GMS Pipe (LC) (Labour Rate). | 2300 | Rmt | |
| 139 | 34 | Providing and fixing Gun Metal Peet valve of various dia. screwed type as per ISI.778-ISI. Marked complete in all respect as per direction and to the entire satisfactioln of Engineer-in-Charge. | |||
| 140 | 34.01 | 25 mm dia | 1 | Nos | |
| 141 | 34.02 | 32 mm dia | 1 | Nos | |
| 142 | 34.03 | 40 mm dia | 2 | Nos | |
| 143 | 35 | House Service Connection:- Laying, Jointing of GI pipe to House Service Connection including GI pipe ,fittings,fixtures, demolation / restore of cement concrete work complete in all respect for Initial Stage (2019-2020) : 28 Nos (House Hold) | |||
| 144 | 35.01 | Laying , jointing & testing of 15 mm dia GI pipe (LC) from service line upto indivisual house hold including excavation. | 840 | Rmt | |
| 145 | 35.02 | Providing GI fitings and accessories e.g. Tee, union, nipple, elbow, wheel valve, 1/4" ferrule, bib tap etc. required for house hold connection. The 15 mm dia wheel valve & all other GI fiting shall confirm to BIS specifications. | 28 | Nos |
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