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| 1 | PUMP HOUSE:- Designing, Constructing, Testing & Commissioning of Pump House & Chowkidar Room at following Locations including all allied Civil Works , Electrical works, Sanitay work, Site development, cutting/ excavation, earthfilling as per site requirements in all kinds of soils, C/O PCC/RCC Retaining walls, Breast walls, Toilets, Septic Tanks, internal and External Solar powered Street lighting, External landscaping, Fire Fighting arrangement, Gantry Crane, dewatering etc. complete as directed by engineer in charge. The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account. |
| 2 | ZONE-A (LWSS Bhairon Ka talab) Construction of pump house cum attendent Room along with boundary & protection work etc. (Refer to Data sheet No 1) |
| 3 | ZONE-B (LWSS Malhari) Construction of pump house cum attendent Room along with boundary & protection work etc. (Refer to Data sheet No 1) |
| 4 | ZONE-C (LWSS Mand Sanour Mand Ghandran) Construction of pump house cum attendent Room (Refer to Data sheet No 2) |
| 5 | ZONE-D (LWSS Barota) Construction of pump house cum attendent Room along with boundary & protection work etc. (Refer to Data sheet No 1) |
| 6 | ZONE-E (LWSS Milwan) Construction of pump house cum attendent Room (Refer to Data sheet No 2) |
| 7 | ZONE-F (LWSS Dah Kulara, Balkhore, Naswal) Construction of pump house cum attendent Room (Refer to Data sheet No 2) |
| 8 | ZONE-G (LWSS Kandrori, Shekhupur, Bai Atahrian, Tokki & Chaknanglian) Construction of pump house cum attendent Room along with boundary & protection work etc. (Refer to Data sheet No 1) |
| 9 | ELEVATED MAIN & SERVICE RESERVOIRS Designing, Constructing, Testing & Commissioning R.C.C. Elevated Circular Over head storage tanks as per capacity given below at various stages/sites including excavation in all kinds and types of strata, soil strata including dewatering in M30 design mix in foundation, walls, bottom slab , roof slab/dome with smooth finishing in 1:3 inside the tank, all alied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, refilling and disposing of surplus stuff with in all leads and lifts, labour and material charges. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipeproper manifiold at outlet including all fittings, bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside ventilator with mosquito proof wire mesh,lightening arrester complete ,SFRC manhole covers including frames and covers (medium duty) with proper locking arrangement water level indicator, RCC frames for all valves ventilating shafts shall also be provided including all leads and lifts as per entire satisfaction of Engineer-in-Charge. The tanks shall be hydraulically tested for water tightness all works shall be conforming to relevant IS code. The cost of valves & other accessories shall be included in the rates of tanks . Battery Limit shall be considered as 3.00 m from the edge of the structure or the boundary of the land whichever is less.The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.The work shall include supplying of Five sets of structural design after testing the bearing capcity of soil and drawings, etc complete as directed by engineer in charge as per relevent data sheet and scope of work for specification refer to Data sheet No.3 |
| 10 | ZONE-A (LWSS Bhairon Ka talab) RCC Circular Overhead tank 50,000 litre capacity with 1 mtrs. Staging height at Node-2 |
| 11 | RCC Circular Over ground tank 1,05,000 litre capacity at Node-3 & 2 |
| 12 | ZONE-B (LWSS Malhari) RCC Circular Overhead tank 50,000 litre capacity with 1 mtrs. Staging height at Node-1 |
| 13 | ZONE-C (LWSS Mand Sanour Mand Ghandran) RCC Circular Overhead tank 85,000 litre capacity with 10 mtrs. Staging height at Node-1.a |
| 14 | ZONE-F (LWSS Dah Kulara, Balkhore, Naswal) RCC Circular Overhead tank 90,000 litre capacity with 1 mtrs. Staging height at Node-2 |
| 15 | RCC Circular Overhead tank 1,05,000 litre capacity with 12 mtrs. Staging height at Node-6 |
| 16 | ZONE-G (LWSS Kandrori, Shekhupur, Bai Atahrian, Tokki & Chaknanglian) RCC Circular Overhead tank 1,05,000 litre capacity with 12 mtrs. Staging height at Node-2 |
| 17 | Construction of Boundary wall around Headworks |
| 18 | Excavation in foundation in trenches in earth work in pick work, jumper work within all leads and lifts stacking the excavated soil not more than 3 mtr clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc., consolidating each deposited layer by ramming watering and then disposing of all surplus excavated earth as directed within all leads and lifts as per direction of Engineer-in- Charge. |
| 19 | Providing and laying cement concrete 1:4:8 ( 1 cement,4 sand,8graded stone aggregate 40 mm nominal size )with 15% Plum Concrete and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts complete in all respect. |
| 20 | 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 centring below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu reinforced concrete and plain concrete work in:- Providing form work ( Steel Plate ) in FOUNDATION FOOTING,BASES OF COLUMNS, ETC. |
| 21 | Provding and laying cement concrete 1:3:6 (1 cement:3:sand :6graded stone agg. 40 mm nominal size ) and curing complete exclunding the cost of form work in foundation and plinths. in all leads and as directed by the Engineer in-charge. |
| 22 | Brick masonry in common burnt clay building bricks in cement mortar 1:6 ( 1 cement :6 sand )Second class brick in foundation & Plinth Beams Complete in all respects. |
| 23 | Providing & Fixing of fencing panel of size 1.20mx1.80m of Jali 25X25mm welded to M.S.black tube of 32mm dia of 14 guage mm thick with M.S Flats 20X3mm, welded all around the pipe pannel two on both sides and providing hold fasts 7 Nos. of M.S. Flate of 32x3mm thickness having consting of tee of size 15X15 cms tee acting as hold fasts including cutting, weldign painting with red oxide paint to the entire satisfaction of the Engineer In charge |
| 24 | 15 mm thick Cement Plaster in single coat on the rough side of brick/concrete /stone walls for interior plastering upto floor two level including arries, internal rounded angles , chamfers and /or /rounded angles not exceeding 80mm grith and finished even and smooth .in cm 1:6 ( 1 cement :6 sand within all leads and lifts as per direction of engineer in charge. |
| 25 | Color washing on undecorated wall surface (Two Coats ) over and including a Priming Coat of White Washing to Give an even Shade after drops and other forigrn matter |
| 26 | Applying priming coat over Steel surfaces after and including preparing the surface by throughly cleaning oil,grease,dirt and other foreign matter .with ready mixed paint brushing wooden primer pink.including entire carriage of material upto all leads and lifts. |
| 27 | Steel work welded in built-up section, trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint in beams joists channels, angle cleats as in main and cross beam, hip and jack rafters, purlins connected to common rafters, steel gate and like within all leads and lifts as per the direction of Engineer-in- Charge. P/F of Main Entry Gate included carriage of material upto all leads and lifts. |
| 28 | Construction of Anchor Block in Cenment concrete 1:2:4 ( 1 cement: 2 sand: 4 Graded stone agreegate 20 mm nominal size),including cost of excavation in all kind of soils,10.00 cm thick Cenment concrete 1:4:8 ( 1 cement: 4 sand: 8 Graded stone agreegate 20 mm nominal size) laid at base,formwor, shuttering, strutting,dewatering (wherever required),reinforcenment (including cost of bending, binding and placing in position) and curing complete in all respects within all leads and lifts as per direction and satisfaction of engineer in charge. |
| 29 | ZONE-A (LWSS Bhairon Ka talab) |
| 30 | ZONE-B (LWSS Malhari) |
| 31 | ZONE-C (LWSS Mand Sanour Mand Ghandran) |
| 32 | ZONE-D (LWSS Barota) |
| 33 | ZONE-E (LWSS Milwan) |
| 34 | ZONE-F (LWSS Dah Kulara, Balkhore, Naswal) |
| 35 | ZONE-G (LWSS Kandrori, Shekhupur, Bai Atahrian, Tokki & Chaknanglian) (Refer to Data Sheet 4 ) |
| 36 | Construction of Reatining Wall around headworks |
| 37 | Excavation in Foundation & Trenches etc. in all kind of leads & lifts, stacking the excavated soil not more than 3.0 meters from the edge of foundation and then returning the same in 15 cm layers by ramming,watering and disposal of the surplus material upto 10 meters in all kind of soil such as pick,jumper,chiseling etc. as per the directions of engineer in charge. Pick work & Jumper work |
| 38 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5m so as to give a fair finish including, centring, shuttering and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceilling upto any height and removal of the same for reinforced conc. & plain concrete working : Vertical surfaces such as walls (any thickness) partitions and the like I/c attached pillasters,buttresses, plinth and string courses and the like; |
| 39 | Providing and laying cement concrete 1:4:8 ( 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. |
| 40 | Provding and laying cement concrete 1:3:6 with 15% Plum (1 cement:3:sand :6 graded stone agg. 40 mm nominal size ) with exclunding the cost of form work in in foundation and plinths.As per JSV Specification in all leads and as directed by the Engineer in-charge |
| 41 | Providing and fixing PVC pipe 100 mm dia. |
| 42 | Repair work at Divisional/ Sub Divisional office and residential colony at Indora |
| 43 | 15 mm thick Cement Plaster in single coat on the rough side of brick/concrete /stone walls for interior plastering upto floor two level including arries, internal rounded angles , chamfers and /or /rounded angles not exceeding 80mm grith and finished even and smooth .in cm 1:6 ( 1 cement :6 sand |
| 44 | Distempering with dry distemper of approved brand and manufacturer ( Two Coats ) and of required shade on un-decorated wall surfaces to give an even shade over and including priming coat of whiting after throughly brushing the surface free from mortar and other foreign matters with in all leads and lifts complete in all respect. |
| 45 | Finishing wall with water proofing cement paint of approved brand and manufacture (Two coats ) brushing to give an even shade I/c cleaning of oil,dirt,dust and other foreign matters,sand papering and knotting etc.with in all leads and lifts complete in all respect. |
| 46 | Painting two coat excluding priming coat on new wood and wood based.surface with ready mixed paint ,brushing to give an even shade i/e cleaning of all dust , and other foreign matter . |
| 47 | Wiring fo light point / fan point / exhaust fan point / call bell point / with 1.50 mm2 PVC insulated copper conductor cable in surface / recessed PVC conduit as required Group C. in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. |
| 48 | Wiring for 2 pin 5 Amp. Plug point 1.50 mm2 PVC insulated copper conductor cable includuing providing and fixing 3 pin 5/6 Amp. Socket outlet on switch board ( In surface / recessed PVC casing caping wiring system) and 5/6 Amp. Tumbler piano type switch earthing the third pin etc. as required complete in all leads and lifts and to the entire satsisfaction of the Engineer in Charge. |
| 49 | Supplying and fixing of metal box of 180x100x60 mm deep (nominla size) on surface or recessed with suitable size phenolic laminated sheet cover in the front including providing and fixing 3 pins 15/16 Amp. Socket outlet and 15/16 tumbler / piano type switch connection and painting etc. as required ( For power plugs) in all leads and lifts. |
| 50 | Providing and fixing ultraslim dacorative box extruded box fixture with domastic electric blast snap on installers suitable for 28 valt ftl complete with all asseries (including 1 to T 5 tube) connection testting and commissioning etc. required. |
| 51 | Providing installing testing and commissioning of ceiling fan and regulator including wiring the down rod of standing length (upto 30 cm) with 1.50 Sqm PVC insulated copper conductor single core cable etc. as required. Ceiling fan 1200 mm sweep category-A (crompton, bajaj, Usha, G.E.C) in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 52 | Supplying and fixing following way single pole and neutral sheet MCB distribution board 240 Volts on surface / in recess complete with tin copper bus bar, detachable gland inter connection including painting earthing etc. as required bus bar. 12 way in all leads and lifts and to the entire satisfaction of the Engineer in Charge. |
| 53 | Supplying and fixing of 5-6 Amp. rating 240 volts L Series miniuature circuit breaker of following pole in the existing MCB distribution board complete with connections testing and commissioning etc. as required for Category- B single pole in all leads and lifts to the entire satisfaction of the Engineer-in-Charge. Wiring for circuit wiring with following PVC insulated cpooer conductor single core cable in surface / recess PVC caping casing as required in all leads and liftsd and to the entire satisfaction of the Engineer in Charge. |
| 54 | 2X1.5 Sqm. |
| 55 | 2X4 Sqm. |
| 56 | 2X6 Sqm. |
| 57 | Supplying and fixing 40 watt Syska LED Tube Lite. |
| 58 | Supplying and fixing kit kat 0-300 Amp. |
| 59 | Supplying and fixing 50 watt. SYSKa LED Flood light .Fixing with pole in Division Campus Store Campus |
| 60 | Supplying and fixing LED Blub 18 watt. |
| 61 | Supplying and fixing 18 m Sheet. |
| 62 | Supplying and fixing 12 m Sheet. |
| 63 | Supplying and fixing 6 m Sheet. |
| 64 | Supplying and fixing 3 m Sheet. |
| 65 | Supplying and fixing round Sheet. |
| 66 | Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, 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 metaled , 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. |
| 67 | ZONE-A (LWSS Bhairon Ka talab) |
| 68 | ZONE-B (LWSS Malhari) |
| 69 | ZONE-F (LWSS Dah Kulara, Balkhore, Naswal) |
| 70 | ZONE-G (LWSS Kandrori, Shekhupur, Bai Atahrian, Tokki & Chak nanglian) |
| 71 | Providing Laying, jointing & testing of GMS pipe as per IS1239 with upto date amendments (plain ended pipe) with circumfrential butt welded joints by electrical arc welding (94% welding and 6%flanged joint) with minimum two layers capable to withstand required test pressure (minimum welding thickness shall be equal to pipe wall thickness) including manufacturing and fabrication of reducers/ tapers, all short pieces, bends of required degrees as per site requirement made from parent tubes. The laying of pipe shall also include intermediate flanged joints spaced at an interval of 16 pipe lengths or where ever required as per direction of the Engineer-in-charge duly welded in three layers (two for outer & one on inner side) and all other operations such as cutting, welding, jointing, fabrication of bends, tees etc, lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects & to the entire satisfaction of the Engineer in charge (Earth work in trenches and the cost of providing and fixing of flanges i/c nut & bolts, gasket will be measured and paid for separately). The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and all the specials (If damaged during laying & jointing operation of pipe) 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 rates also includes entire carriage of material, flushing, cleaning & hydraulic testing |
| 72 | ZONE-A (LWSS Bhairon Ka talab) |
| 73 | 80 mm dia (MG) (PE) |
| 74 | 100 mm dia (MG) (PE) |
| 75 | ZONE-B (LWSS Malhari) |
| 76 | 100 mm dia (MG) (PE) |
| 77 | ZONE-F (LWSS Dah Kulara, Balkhore, Naswal) |
| 78 | 125 mm dia (MG) (PE) |
| 79 | ZONE-G (LWSS Kandrori, Shekhupur, Bai Atahrian, Tokki & Chak nanglian) |
| 80 | 150 mm dia (MG) (PE) |
| 81 | Providing , Welding & fixing of MS flanges to confirming to IS 6392-1971 ( Latest with upto date amendments) of flange table with MS tubes in one layer on outer face & one layer on inner face to make the joint leak proff. The thicknes of gasket not less then 3.00 mm confirming to IS 2712-1965 complete in all respect and to the best satisfaction and direction of Engineer -in-charge with in all leads & lifts. Flange to be welded after 6 mtr interval of pipe. |
| 82 | ZONE-A (LWSS Bhairon Ka talab) |
| 83 | 80 mm dia (MG) (PE) Table-5 |
| 84 | 80 mm dia (MG) (PE) Table-17 |
| 85 | 80 mm dia (MG) (PE) Table-28 |
| 86 | 100 mm dia (MG) (PE) Table-5 |
| 87 | 100 mm dia (MG) (PE) Table-17 |
| 88 | ZONE-B (LWSS Malhari) |
| 89 | 100 mm dia (MG) (PE) Table-5 |
| 90 | 100 mm dia (MG) (PE) Table-17 |
| 91 | ZONE-F (LWSS Dah Kulara, Balkhore, Naswal) |
| 92 | 125 mm dia (MG) (PE) Table-5 |
| 93 | 125 mm dia (MG) (PE) Table-17 |
| 94 | ZONE-G (LWSS Kandrori, Shekhupur, Bai Atahrian, Tokki & Chak nanglian) |
| 95 | 150 mm dia (MG) (PE) Table-5 |
| 96 | Providing & fixing of double flanged Cast Steel sluice Valve/ cast iron sluice valve of Leader /Kirlosker make & class as specified below for rising main as per relavent IS standards ( Latest with upto date amendments if any) complete in all respect and to the best satisfaction and direction of Engineer -in-charge with in all leads & lifts. |
| 97 | ZONE-A (LWSS Bhairon Ka talab) |
| 98 | 80 mm dia cast steel sluice valve ASA 150 |
| 99 | 100 mm dia cast steel sluice valve ASA 150 |
| 100 | ZONE-B (LWSS Malhari) |
| 101 | 100 mm dia cast iron Sluice valve PN1.00 |
| 102 | ZONE-F (LWSS Dah Kulara, Balkhore, Naswal) |
| 103 | 125 mm dia cast iron Sluice valve PN1.00 |
| 104 | ZONE-G (LWSS Kandrori, Shekhupur, Bai Atahrian, Tokki & Chak nanglian) |
| 105 | 150 mm dia cast steel sluice valve ASA 150 |
| 106 | Providing & fixing of double flanged Cast Steel NRV/ cast iron NRV of Leader /Kirlosker make & class as specified below for rising main as per relavent IS standards ( Latest with upto date amendments if any) complete in all respect and to the best satisfaction and direction of Engineer -in-charge with in all leads & lifts. |
| 107 | ZONE-A (LWSS Bhairon Ka talab) |
| 108 | 80 mm dia cast steel NRV ASA 150 |
| 109 | 100 mm dia cast iron PN 1.00 |
| 110 | ZONE-B (LWSS Malhari) |
| 111 | 100 mm dia cast iron NRV PN1.00 |
| 112 | ZONE-F (LWSS Dah Kulara, Balkhore, Naswal) |
| 113 | 125 mm dia cast iro N RV valve PN1.00 |
| 114 | ZONE-G (LWSS Kandrori, Shekhupur, Bai Atahrian, Tokki & Chak nanglian) |
| 115 | 150 mm dia cast steel NRV ASA 150 (Refer to Data Sheet 8) |
| 116 | Submersible Pumping Machinery:-Supply and errection of star rated energy efficient Submersible pumping set of KSB/Calama/ WPIL/ Crompton/BS/ SABAR/ Oswal/ Kirloskar or any other make approved by JSV HP conforming to latest relevant IS-5659-1970 latest with upto date ammendmeds. The pump should be fitted with bronze impeller or suitable alloys suitable for handling Clear water/Raw 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 & 2900/1450 rpm of reputed make conforming to BIS 9283-2013 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.The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. 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, depth gauge, actuated NRV's & Sluice valves compatible for automation of approved class etc. The work should be completed to the entire satisfaction of the Engineer-in – Charge. The work should be completed to the entire satisfaction of the Engineer-in – Charge. For detailed design parameters/ requirements are given in Below. ( Refer to Data Sheet No ) |
| 117 | Zone-A (LWSS Bhairon Ka talab) |
| 118 | Submersible pumping machinery 02 Set (01 as Standby) having Total Head=141.99 mtrs. And Discharge=6.15 LPS from PH Bhairon Ka talab to Node-2 |
| 119 | Submersible pumping machinery 02 Set (01 as Standby) having Total Head=67.38 mtrs. And Discharge=15.69 LPS from Node 1 to Node 2A |
| 120 | Submersible pumping machinery 02 Set (01 as Standby) having Total Head=75.81 mtrs. And Discharge=8.15 LPS from Indpur JJm Zone-III near Sarsavti Vidya Mandir School. |
| 121 | ZONE-B (LWSS Malhari) |
| 122 | Submersible pumping machinery 02 Set (01 as Standby) having Total Head=16.55 mtrs. And Discharge=8.27 LPS from P/well to Node-1 |
| 123 | Submersible pumping machinery 02 Set (01 as Standby) having Total Head=64.53 mtrs. And Discharge=9.78 LPS at LWSS Mohtali |
| 124 | Submersible pumping machinery 02 Set (01 as Standby) having Total Head=71.61 mtrs. And Discharge=6.74 LPS at Kharar |
| 125 | ZONE-C (LWSS Mand Sanour Mand Ghandran) |
| 126 | Submersible pumping machinery 02 Set (01 as Standby) having Total Head=64.42 mtrs. And Discharge=7.95 LPS Pump House to Node 1 |
| 127 | ZONE-D (LWSS Barota) |
| 128 | Submersible pumping machinery 02 Set (01 as Standby) having Total Head=75.42 mtrs. And Discharge=5.78 LPS Pump House to Node 1 |
| 129 | ZONE-F (LWSS Dah Kulara, Balkhore, Naswal) |
| 130 | Submersible pumping machinery 02 Set (01 as Standby) having Total Head=52.24 mtrs. And Discharge=12.46 LPS Node 1 to Node 2 |
| 131 | ZONE-G (LWSS Kandrori, Shekhupur, Bai Atahrian, Tokki & Chaknanglian) |
| 132 | Submersible pumping machinery 02 Set (01 as Standby) having Total Head=50.78 mtrs. And Discharge=16.23 LPS T/well to Node 1 |
| 133 | PUMPING MACHINERY CENTRIFUGAL:- Supply ,Installation ,Testing & Commissioning of horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement)single/double/multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/KSB/Kirloskar/Jyoti /Beaconweir BS&BE OR any other approved make by JSV HP confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 suitable for lifting clear water for under mentioned characteristics with 2.5% Nickel impellers, dia of priming funnels, casing ring and shaft sleeves, shaft of SS:410/AIS 1431 Chromein plated with cast iron casing coupled directly through a flexible coupling on a Common MS base plate to squirrel cage induction motor TEFC type energy efficient motor minimum IE2 compliance confirming IS 12615-2018 with uptodate ammendmends of standard make such as Kirloskar/BHEL/ Crompton/NGEF/GEC/Siemens/ Jyoti/Area Brown Boven/ABB/CGL and suitable for operation on 415 (+)(-)15% Volt, 50 cycles/second 3 phase AC electric supply. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. The motor/motors should be as per IS: 325-1978 with upto date amendments read with IS:900-1972. The pump set should include cast of base plate, sluice valve common reader, NRV, Panel board, cable , starters, MCB , ECB and the accessories (Refer to Data Sheet No 06) |
| 134 | Zone-A (LWSS Bhairon Ka talab) |
| 135 | centrifugal pumping machinery 2 sets (1 as standby) of 6.15 LPS each with 227.13 mtr. Head Node 2 to Node 3 From LWSS Indpur Dhantol to MST at Kali Mata Temple |
| 136 | centrifugal pumping machinery 2 sets (1 as standby) of 9.69 LPS each with 134.68 mtr. Head Node 2.a to Node 4 |
| 137 | centrifugal pumping machinery 2 sets (1 as standby) of 4.42 LPS each with 108.97 mtr. Head No From Indpur Dhantol Scheme to Mohalla Jattan & Jhulakhar Mohalla |
| 138 | ZONE-B (LWSS Malhari) |
| 139 | centrifugal pumping machinery 2 sets (1 as standby) of 8.27 LPS each with 125.00 mtr. Head No From Node 2 to Node 3 |
| 140 | ZONE-F (LWSS Dah Kulara, Balkhore, Naswal) |
| 141 | centrifugal pumping machinery 2 sets (1 as standby) of 12.46 LPS each with 78.74 mtr. Head No From Node 3 to Node 4 |
| 142 | ZONE-G (LWSS Kandrori, Shekhupur, Bai Atahrian, Tokki & Chaknanglian) |
| 143 | centrifugal pumping machinery 2 sets (1 as standby) of 16.23 LPS each with 42.21 mtr. Head No From Pump House to Node 2 |
| 144 | Note:- (Refer to Data Sheet 6) |
| 145 | Supply and installation of equipments i.e. 3 No. AIO PC,2 No. Photostate machines & 3No. A4 laserjet printers complete in all respects |
| 146 | Note:- (Refer to Data Sheet 8) |
| 147 | installation, testing and commissioning of wall mounted pressure feed type automatic PLC based gascous chlorinator plant residual chlorine analyzer for required capacity. It should be capable of controlling the chlorine level based on the feedback camand of residual chlorine analyzer to PLC system and PLC alould give command accordingly to chlorine plant. Also it should ble of injecting chlorine gas in required quantity from 0-4 b/ hour through electrically driven motor operated booster pump 2 1 (1W+ISB) including 2 nos CCE approved chlorine gas kinders of 100 Kg cap. duly filled chlorine lekage detector ystem and chlorine analyer sensor to indicate chlorine content level water with digital display complete in all respect with required electrical works including all accessories required to make the system fully functional with in all leads and lifts as per the direction of Engineer in Charge |
| 148 | Note:- (Refer to Data Sheet 9) |
| 149 | Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, 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 metaled, 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. |
| 150 | ZONE-A (LWSS Bhairon Ka talab) |
| 151 | ZONE-B (LWSS Malhari) |
| 152 | ZONE-C (LWSS Mand Sanour Mand Ghandran) |
| 153 | ZONE-D (LWSS Barota) |
| 154 | ZONE-E (LWSS Milwan) |
| 155 | ZONE-F (LWSS Dah Kulara, Balkhore, Naswal) |
| 156 | ZONE-G (LWSS Kandrori, Shekhupur, Bai Atahrian, Tokki & Chaknanglian) |
| 157 | Providing, laying and jointing, testing in trenches galvanised mild steel tubes screwed and socketed, ISI marked, conformining to IS :1239 of make & latest with upto date ammendments including tube fitting such as bends, tees, air valves, unions and collars etc. as per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately). |
| 158 | ZONE-A (LWSS Bhairon Ka talab) |
| 159 | 15 MM dia ( Light class) (Screwed and Socketed) |
| 160 | 20 MM dia ( Light class) (Screwed and Socketed) |
| 161 | 25 MM dia ( Light class) (Screwed and Socketed) |
| 162 | 32 MM dia ( Light class) (Screwed and Socketed) |
| 163 | 40 MM dia ( Light class) (Screwed and Socketed) |
| 164 | ZONE-B (LWSS Malhari) |
| 165 | 15 MM dia ( Light class) (Screwed and Socketed) |
| 166 | 20 MM dia ( Light class) (Screwed and Socketed) |
| 167 | 25 MM dia ( Light class) (Screwed and Socketed) |
| 168 | 32 MM dia ( Light class) (Screwed and Socketed) |
| 169 | 40 MM dia ( Light class) (Screwed and Socketed) |
| 170 | ZONE-C (LWSS Mand Sanour Mand Ghandran) |
| 171 | 32 MM dia ( Light class) (Screwed and Socketed) |
| 172 | 40 MM dia ( Light class) (Screwed and Socketed) |
| 173 | ZONE-D (LWSS Barota) |
| 174 | 25 MM dia ( Light class) (Screwed and Socketed) |
| 175 | 32 MM dia ( Light class) (Screwed and Socketed) |
| 176 | 40 MM dia ( Light class) (Screwed and Socketed) |
| 177 | ZONE-E (LWSS Milwan) |
| 178 | 25 MM dia ( Light class) (Screwed and Socketed) |
| 179 | 32 MM dia ( Light class) (Screwed and Socketed) |
| 180 | 40 MM dia ( Light class) (Screwed and Socketed) |
| 181 | ZONE-F (LWSS Dah Kulara, Balkhore, Naswal) |
| 182 | 15 MM dia ( Light class) (Screwed and Socketed) |
| 183 | 20 MM dia ( Light class) (Screwed and Socketed) |
| 184 | 25 MM dia ( Light class) (Screwed and Socketed) |
| 185 | 32 MM dia ( Light class) (Screwed and Socketed) |
| 186 | 40 MM dia ( Light class) (Screwed and Socketed) |
| 187 | ZONE-G (LWSS Kandrori, Shekhupur, Bai Atahrian, Tokki & Chaknanglian) |
| 188 | 32 MM dia ( Light class) (Screwed and Socketed) |
| 189 | 40 MM dia ( Light class) (Screwed and Socketed) |
| 190 | Providing Laying, jointing & testing of GMS pipe as per IS1239 with upto date amendments (plain ended pipe) with circumfrential butt welded joints by electrical arc welding (94% welding and 6%flanged joint) with minimum two layers capable to withstand required test pressure (minimum welding thickness shall be equal to pipe wall thickness) including manufacturing and fabrication of reducers/ tapers, all short pieces, bends of required degrees as per site requirement made from parent tubes. The laying of pipe shall also include intermediate flanged joints spaced at an interval of 16 pipe lengths or where ever required as per direction of the Engineer-in-charge duly welded in three layers (two for outer & one on inner side) and all other operations such as cutting, welding, jointing, fabrication of bends, tees etc, lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects & to the entire satisfaction of the Engineer in charge (Earth work in trenches and the cost of providing and fixing of flanges i/c nut & bolts, gasket will be measured and paid for separately). The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and all the specials (If damaged during laying & jointing operation of pipe) 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 rates also includes entire carriage of material, flushing, cleaning & hydraulic testing |
| 191 | ZONE-A (LWSS Bhairon Ka talab) |
| 192 | 50 MM dia ( Medium Class) (Plain Ended) |
| 193 | 65 MM dia ( Medium Class) (Plain Ended) |
| 194 | 80 MM dia ( Medium Class) (Plain Ended) |
| 195 | 100 MM dia ( Medium Class) (Plain Ended) |
| 196 | ZONE-B (LWSS Malhari) |
| 197 | 50 MM dia ( Medium Class) (Plain Ended) |
| 198 | 65 MM dia ( Medium Class) (Plain Ended) |
| 199 | 80 MM dia ( Medium Class) (Plain Ended) |
| 200 | ZONE-C (LWSS Mand Sanour Mand Ghandran) |
| 201 | 50 MM dia ( Medium Class) (Plain Ended) |
| 202 | 65 MM dia ( Medium Class) (Plain Ended) |
| 203 | 80 MM dia ( Medium Class) (Plain Ended) |
| 204 | ZONE-D (LWSS Barota) |
| 205 | 50 MM dia ( Medium Class) (Plain Ended) |
| 206 | 65 MM dia ( Medium Class) (Plain Ended) |
| 207 | 80 MM dia ( Medium Class) (Plain Ended) |
| 208 | ZONE-E (LWSS Milwan) |
| 209 | 50 MM dia ( Medium Class) (Plain Ended) |
| 210 | 65 MM dia ( Medium Class) (Plain Ended) |
| 211 | ZONE-F (LWSS Dah Kulara, Balkhore, Naswal) |
| 212 | 50 MM dia ( Medium Class) (Plain Ended) |
| 213 | 65 MM dia ( Medium Class) (Plain Ended) |
| 214 | 80 MM dia ( Medium Class) (Plain Ended) |
| 215 | 100 MM dia ( Medium Class) (Plain Ended) |
| 216 | ZONE-G (LWSS Kandrori, Shekhupur, Bai Atahrian, Tokki & Chaknanglian) |
| 217 | 50 MM dia ( Medium Class) (Plain Ended) |
| 218 | 65 MM dia ( Medium Class) (Plain Ended) |
| 219 | Providing , Welding & fixing of MS flanges to confirming to IS 6392-1971 ( Latest with upto date amendments) of flange table with MS tubes in one layer on outer face & one layer on inner face to make the joint leak proff. The thicknes of gasket not less then 3.00 mm confirming to IS 2712-1965 complete in all respect and to the best satisfaction and direction of Engineer -in-charge with in all leads & lifts. Flange to be welded after 6 mtr interval of pipe. |
| 220 | ZONE-A (LWSS Bhairon Ka talab) |
| 221 | 80 MM Dia Table-5 |
| 222 | 100 MM Dia Table-5 |
| 223 | ZONE-B (LWSS Malhari) |
| 224 | 50 MM Dia Table-5 |
| 225 | 80 MM Dia Table-5 |
| 226 | ZONE-C (LWSS Mand Sanour Mand Ghandran) |
| 227 | 50 MM Dia Table-5 |
| 228 | 65 MM Dia Table-5 |
| 229 | 80 MM Dia Table-5 |
| 230 | ZONE-D (LWSS Barota) |
| 231 | 50 MM Dia Table-5 |
| 232 | 65 MM Dia Table-5 |
| 233 | 80 MM Dia Table-5 |
| 234 | ZONE-E (LWSS Milwan) |
| 235 | 50 MM Dia Table-5 |
| 236 | 65 MM Dia Table-5 |
| 237 | ZONE-F (LWSS Dah Kulara, Balkhore, Naswal) |
| 238 | 50 MM Dia Table-5 |
| 239 | 65 MM Dia Table-5 |
| 240 | 80 MM Dia Table-5 |
| 241 | 100 MM Dia Table-5 |
| 242 | ZONE-G (LWSS Kandrori, Shekhupur, Bai Atahrian, Tokki & Chaknanglian) |
| 243 | 50 MM Dia Table-5 |
| 244 | 65 MM Dia Table-5 |
| 245 | Dismantling of galvanised mild steel tubes (LG) galvanised mild steel tubes screwed and socketed, ISI marked, conformining to IS :1239 of make & latest with upto date ammendments including tube fitting such as bends, tees, air valves, unions and collars etc. as per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately). |
| 246 | ZONE-A (LWSS Bhairon Ka talab) |
| 247 | 32 mm dia |
| 248 | 40 mm dia |
| 249 | ZONE-B (LWSS Malhari) |
| 250 | 40 mm dia |
| 251 | ZONE-C (LWSS Mand Sanour Mand Ghandran) |
| 252 | 40 mm dia |
| 253 | ZONE-D (LWSS Barota) |
| 254 | 32 mm dia |
| 255 | ZONE-E (LWSS Milwan) |
| 256 | 32 mm dia |
| 257 | 40 mm dia |
| 258 | ZONE-F (LWSS Dah Kulara, Balkhore, Naswal) |
| 259 | 32 mm dia |
| 260 | 40 mm dia |
| 261 | ZONE-G (LWSS Kandrori, Shekhupur, Bai Atahrian, Tokki & Chaknanglian) |
| 262 | 32 mm dia |
| 263 | Relaying of galvanised mild steel tubes (LG) galvanised mild steel tubes screwed and socketed, ISI marked, conformining to IS :1239 of make & latest with upto date ammendments including tube fitting such as bends, tees, air valves, unions and collars etc. as per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately). |
| 264 | ZONE-A (LWSS Bhairon Ka talab) |
| 265 | 32 mm dia |
| 266 | 40 mm dia |
| 267 | ZONE-B (LWSS Malhari) |
| 268 | 40 mm dia |
| 269 | ZONE-C (LWSS Mand Sanour Mand Ghandran) |
| 270 | 40 mm dia |
| 271 | ZONE-D (LWSS Barota) |
| 272 | 32 mm dia |
| 273 | ZONE-E (LWSS Milwan) |
| 274 | 32 mm dia |
| 275 | 40 mm dia |
| 276 | ZONE-F (LWSS Dah Kulara, Balkhore, Naswal) |
| 277 | 32 mm dia |
| 278 | 40 mm dia |
| 279 | ZONE-G (LWSS Kandrori, Shekhupur, Bai Atahrian, Tokki & Chaknanglian) |
| 280 | 32 mm dia |
| 281 | Providing and fixing GMS peet valve |
| 282 | ZONE-A (LWSS Bhairon Ka talab) |
| 283 | 25 mm dia |
| 284 | 32 mm dia |
| 285 | 40 mm dia |
| 286 | 50 mm dia |
| 287 | 65 mm dia |
| 288 | 80 mm dia |
| 289 | ZONE-B (LWSS Malhari) |
| 290 | 25 mm dia |
| 291 | 32 mm dia |
| 292 | 40 mm dia |
| 293 | 50 mm dia |
| 294 | 65 mm dia |
| 295 | 80 mm dia |
| 296 | ZONE-C (LWSS Mand Sanour Mand Ghandran) |
| 297 | 25 mm dia |
| 298 | 32 mm dia |
| 299 | 40 mm dia |
| 300 | 50 mm dia |
| 301 | 65 mm dia |
| 302 | 80 mm dia |
| 303 | ZONE-D (LWSS Barota) |
| 304 | 25 mm dia |
| 305 | 32 mm dia |
| 306 | 40 mm dia |
| 307 | 50 mm dia |
| 308 | 65 mm dia |
| 309 | 80 mm dia |
| 310 | ZONE-E (LWSS Milwan) |
| 311 | 25 mm dia |
| 312 | 32 mm dia |
| 313 | 40 mm dia |
| 314 | 50 mm dia |
| 315 | 65 mm dia |
| 316 | 80 mm dia |
| 317 | ZONE-F (LWSS Dah Kulara, Balkhore, Naswal) |
| 318 | 25 mm dia |
| 319 | 40 mm dia |
| 320 | 50 mm dia |
| 321 | 65 mm dia |
| 322 | 80 mm dia |
| 323 | ZONE-G (LWSS Kandrori, Shekhupur, Bai Atahrian, Tokki & Chaknanglian) |
| 324 | 25 mm dia |
| 325 | 32 mm dia |
| 326 | 40 mm dia |
| 327 | 50 mm dia |
| 328 | 65 mm dia |
| 329 | 80 mm dia |
| 330 | Providsion for repair of PWD road damaged during laying of pipes along the road |
| 331 | ZONE-A (LWSS Bhairon Ka talab) |
| 332 | ZONE-B (LWSS Malhari) |
| 333 | ZONE-C (LWSS Mand Sanour Mand Ghandran) |
| 334 | ZONE-D (LWSS Barota) |
| 335 | ZONE-E (LWSS Milwan) |
| 336 | ZONE-F (LWSS Dah Kulara, Balkhore, Naswal) |
| 337 | ZONE-G (LWSS Kandrori, Shekhupur, Bai Atahrian, Tokki & Chaknanglian) |
| 338 | (Refer to Data Sheet No 10) Test run. 8 Hours continueously for 7 days Please Enable Macros to View BoQ information |
