Providing Functional Household Tap Connection Har Ghar Nal Se Jal For Multi Group Of Villages Garli, Bani , Maniala, Chanouta And Baliana For Pragpur Block Of Distt Kangra Hp C / O P / Well 1 No., Pump House 1 No., Main U / G Storage Tank 210000 And , Executive Engineer, Jal Shakti Division Pragpur-Himachal Pradesh

TDR : 30444787

Tender Notice
BOQ

Expired

Executive Engineer, Jal Shakti Division Pragpur , Himachal Pradesh

Tender Brief : Providing Functional Household Tap Connection Har Ghar Nal Se Jal For Multi Group Of Villages Garli, Bani , Maniala, Chanouta And Baliana For Pragpur Block Of Distt Kangra Hp C / O P / Well 1 No., Pump House 1 No., Main U / G Storage Tank 210000 And

Document Fees
₹ 2500 /-

EMD
₹ 212156.0 /-

Tender Value
₹ 1.79 Crore /-

Submission Date
06-01-2022

Competition Type
Indian

Bidding Type
Tender

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1	DATA SHEET No-1
2	Excavation in foundation for digging well in dry excavation from ground level upto the level where well crub is placed the level , where well crub is placed depth directed by the Engineer-in-charge within all leads and lifts.
3	Wet well sinking graval including all pumping , soring etcwith in all leads and lifts as per the direction of Engineer-in-charge.
4	From spring level to 3.00 mtr. depth
5	From spring level to 3.00 mtr. To 6.00 metre depth
6	From spring level to 6.00 mtr. To 9.00 metre depth
7	From spring level to 9.00 mtr. To 12.00 metre depth
8	Steel work in single sections including cutting,hoisting,fixing in position and applying a priming coat of red lead paint in R.S.Joists,channels angles,tees within all leads and lifts as per the direction of Engineer-in-charge.
9	Lowering of well crub within all leads and lifts as per the direction of Engineer-in-charge.
10	Providing and laying cement concrete 1:1.5:3(One cement is to One and Halfsand is to Three graded stone aggregate 20 milimetre nominal size and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete :- Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.
11	In column pillar posts from floor two level upto floor three level within all leads and lifts as per the direction of Engineer-in-charge.
12	Providing and laying no fine concrete 1:4(1 Cement : 4 graded stone aggregate 20 milimetre nominal size) and curing excluding cost of form work in walls within all leads and lifts as per the direction of Engineer-in-charge.
13	Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centring,shuttering,strutting and propping etc.with wooden battens ballies,height of propping and centring below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in :- Vertical surfaces such as walls (any thickness) partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge.
14	Flat surfaces such as soffits of suspended floors,roofs,landings and the like floors etc.upto 200 milimetre in thickness within all leads and lifts as per the direction of Engineer-in-charge.
15	Sides and soffits of beams, beam hunchings, cantilivers girders, bressumers and lintels not exceeding 1 metre in depth within all leads and lifts complete in all respect as per the entire direction of Engineer-in-charge.
16	Providing and laying mild steel/tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.
17	Square rubble stone masonry coursed with hard stone of approved quality in foundation and plinth including racking out joints in cement mortar 1:4 (One cement is to four sand) in breast wall/retaining walls within all leads and lifts as per the direction of Engineer-in-charge.
18	20 milimetre(Twenty milimetre) thick cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arrises internal rounded angles chamfers and/or rounded angles not exceeding 80 milimetre in girth and finished even and smooth in cement mortar 1:3 (One cement : Three sand) within all leads and lifts as per the direction of Engineer-in-charge.
19	Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge.
20	Brick work using common burnt clay building brick in foundation and plinth in cement mortar 1:4 (one cement : four sand) with 2nd. Class bricks with in all leads and lifts as per the direction of Engineer-in-charge.
21	Manufacturing, febrication & fixing of M.S. man hole coverof 0.60x.60 m size made of M.S. Sheet 2.0 mm thick with M.S. angle 35x35x5mm thick with hinges one side and sliding door bolt for locking arrangement i/c cutting, welding and priming & Painting two coats of anamel paint skycompletein all respect to the entire satisfaction of the Engineer-in-charge.
22	Providing 200 mm wide CI rungs with chequered or ribbed non slip surface including fixing in structure with 200 x200x 100mm cement concrete 1:3:6 (1 Cement : 3 Sand: 6 graded stone aggre 20mm nominal size) completein all respect to the entire satisfaction of the Engineer-in-charge.
23	Boulder filling dry hand packed tightly under floor including carriage of material within all leads and lifts as per the direction of Engineer-in-charge.
24	DATA SHEET No-2
25	Excavation in foundation trenches etc. in earth work, lift upto 1.50mts. Stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre)layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earthwithin all leads and lifts as directed by the Engineer-in-charge.
26	Providing and laying cement concrete 1:6:12 (One cement is to six sand is to twelve graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge.
27	Square rubble masonry coursed with hard stone of approved quality in foundation and plinth including racking out joints in cement mortar 1:6 (One cement : six sand) within all leads and lifts as per the direction of Engineer-in-charge
28	Providing and laying damp proof course 38 milimetre thick with cement concrete 1:2:4 (one cement : two sand : four stone aggregate 12.50 milimetre nominal size and curing complete with in all leads and lifts as per the direction of Engineer-in-charge.
29	Applying a coat of hot bitumen (Mexphalt 80/100 or equivalent) using 1.70 killo gramm per square metre on damp proof course after cleaning the surface with a piece of cloth lightly soaked with kerosene complete with in all leads and lifts as per the direction of Engineer-in-charge.
30	Brick work using common burnt clay building brick in super structure above ground level to Ist floor level in cement mortar 1:6 (one cement : six sand) with 2nd. Class bricks with in all leads and lifts as per the direction of Engineer-in-charge.
31	Providing wood work in frames and doors,windows,clearstory windows and other frames wrought framed and fixed in position 2nd. class (Deodar wood) within all leads and lifts as per the direction of Engineer-in-charge.
32	Providing and fixing 40 milimetre thick panelled, glazed or pannelled and glazed shutters for doors, window and clearstory window including bright finished/black enamelled iron but hinges with necessary screws in 2nd class deodar wood with in all leads and lifts as per the direction of Engineer in charge.
33	Providing and fixing wire gauge shutters using galvanised mild steel wire gauge of is gauge designation 85 gauge wire of dia 0.56 milimetre for doors, windows and clerestorey windows including bright finished black enamelled iron hinges with necessary scews 40 milimetre thick of 2nd. class deodar wood within all leads and lifts as per the direction of Engineer-in-charge.
34	Providing and laying cement concrete 1:2:4(One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete Suspended floors, roofs, landing, shelves and their supports balconies beams, girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.
35	40 milimetre(Forty milimetre)thick cement concrete flooring 1:2:4(One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) laid in one layer and finished with a floating coat of neat cement within all leads and lifts as per the direction of Engineer-in-charge.
36	20 milimetre(Twenty milimetre) thick cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arrises internal rounded angles chamfers and/or rounded angles not exceeding 80 milimetre in girth and finished even and smooth in cement mortar 1:6 (One cement is to Six sand) within all leads and lifts as per the direction of Engineer-in-charge.
37	6 milimetre (Six milimetre) thick cement plaster to ceiling in cement mortar 1:3 (One cement is to three sand) within all leads and lifts as per the direction of Engineer-in-charge.
38	Providing plinth protection 50 milimetre thick in cement concrete 1:3:6(One cement is to three sand is to six graded stone aggregate 20 milimetre nominal size)including finishing the top surface of concrete smooth within all leads and lifts as per the direction of Engineer-in-charge.
39	Applying two coats of wood preservative on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, grease dirt and other foreign matter, sand papering and knotting within all leads and lifts as per the direction of Engineer-in-charge.
40	Applying priming coat over new wood and wood based surfaces after and including preparing then surface by thoroughly cleaning oil grease,dirt and other foreign matter,sand papering and knotting with ready mixed paint brushing wood primer pink with in all leads and lifts as per the direction of Engineer-in charge.
41	Painting two coats (excluding priming coat) on new wood and wood based surfaces with enamel paint to give aneven shade including cleaning the surface of all dirt dust and other foreign matter sand papering and stopping with enamel paint other than white with in all leads and lifts as per the direction of Enginer incharge
42	White washing with lime on undecorated wall surfaces two coats to give and even shade including thoroughly/brooming the surface to remove all dirt dust mortar dirt and other foreign matter in ceiling/or sloping roofs within all leads and lifts as per the direction of Engineer-in-charge.
43	Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surface(two coats)to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials within all leads and lifts as per the direction of Engineer-in-charge.
44	Providing and fixing mild steel fan clamp type 1 of 16 mm dia M.S. bar bent to shape with hooked ends in reinforcement cement concrete slab during laying including painting the exposed portion of loop with in all leads and lifts as per direction ofEngineer in charge.
45	Providing and fixing 40 x 3 milimetre flat iron hold fast 40 centimetre long including fixing to frame with 10mm diametre bolts nuts and wooden plugs and embedding in cement concrete block 30x10x15 cm 1:3:6 (one cement : three sand : six graded stone aggregate 20mm nominal size complete in all respect for door and window with in all leads and lifts as per the direction of Engineer-in-charge.
46	Providing and fixing anodized aluminium Sliding door bolts anodised (250x16 milimetre )clour and shade with nuts and screwscomplete with in all leads and lifts as per direction ofEngineer in charge.
47	Providing and fixing aluminium tower bolts (Barrel type)200x10 milimetreanoised transperent or died to required shade with necessary screw complete with in all leads and lifts as per direction ofEngineer in charge.
48	150x10 milimetre
49	Providing and fixing anodized aluminium handles 125 milimetre anodised, transparent ordied to required shade with necessary screw complete with in all leads and lifts as per direction ofEngineer-in-charge.
50	Providing and fixing mild steel round bars windows and ventilators with required bolts and nuts within all leads and lifts as per the direction ofEngineer-in-charge.
51	Stone filling behind the retaining wall complete within all leads and lifts as per the direction of Engineer-in-charge.
52	DATA SHEET No. - 3 & 4
53	C/O RCC Tank :- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circularunder ground/partial under ground storage reservoirs as per capacity given below at various stages/ sites including excavation in foundation in all kinds of soil. including PCC (1:3:6)in foundation and M:30 design mix in bottom slab/raft, walls and beams. And RCC (1:2:4) in roof slab/dome with provision of inspection path around the dome with all alied Civil Works such as c/o chamber for valves,refilling and disposing of surplus excavated earthwith in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with 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, CI cowl type ventilator, SFRC manhole covers with frames of heavy duty with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness, All works shall be conforming to relevant IS code.The cost of valves shall be included in the rates of tanks complete in all respects to the entire satisfaction of the Engineer-in-charge. The contractor shall provide 5 sets of approved drawing with design to the department.The work shall be carried out as per chapter no. 1 and data sheet No. 3 & 4,C/O RCC Under Ground main Stoarge tank at node no. 12 of 210000 Litres capacity.
54	C/O RCC Under Ground main Stoarge tank at node no. 52 of 60000 litres capacity.
55	DATA SHEET No. - 5, 6 & 7
56	C/O RCC OVER HEAD Tank:-Design and construction of reinforcement cement concrete circular over head storage tank of following capacity & staging height at different node/ locations of the scheme including site developments, cost of excavation in all kind of soil, cost of construction material necessary arranement of inlet, outlet, over flow & scour pipe along with sluice valveschamber box & other fixture & fitting including cost of pipe & aluminium ladder, (The design and drawing shall be got approved from competent authority before execution) 30000 litres capacity 10 metre staging height at node 53.
57	30000 litres capacity 10 metre staging height at node 54.
58	50000 litres capacity 10 metre staging height at node 49 . Each over head storage tank should be comprise of the followiing :- The work shall be carried out as per technical specification attached in the NIT & direction of the Engineer-in-Charge. All the sorrounding shall be levelled & made good & brought in proper shape as per direction of Engoneeer-in-Charge. RCC structure shall be designed IS 456- 2000, IS 3370 IS 1893 & other relevent IS code. (b), Providing laying & jointing of inlet, outlet, scour & over flow MSERW pipe 4.8 mm wall thickness conforming to IS/ISO 3183 or GI pipes (MC) conforming to IS 1239 (latest) duly flanged (Table-5) of appropriate diameter (refer chapter -1) complete with in all necessary fitting such as Tees, Bends, Tail pieces, flanges & valves etc. subject to approval of the outlet pipe with distribution main & over flow pipe connection with any suitable distribution/delievery pipe and all the pipes from the s/tank shall be painted with appropriate colours as per direction of the Engineer-in-Charge. (c) Providing & fixing of cast iron manhole cover conforing to IS 1726 - 1991 with upto date ammendments, minimum two numbers of 500 mm internal dia inclding frame of medium duty. (D) Cast iron ventilating pipe with cowl and mosquito proof cover of sufficient length suitable for over head tank subject to approval of the Engineer- in- Charge . (e) All other required accessories/aplliances such as lightning conductor of approved specification, bell mouth, control valves (for inlet, outlet & scour arrangement) of cast iron (class PN 1.6) water level gaurd (Indicator) etc. which shall be provided (f) suitable RCC sprial stair case 90 cm wide for access uptothe top of the tank for overhead tanks & M.S ladder 45 cm wide shall be provided inside the reservior from the top of tank to its boutom.(g) The tank shall be painted with water proofing cement paint outside complete in all respect. (h) There shall be 1.0 mtr wide gallery all around with provision of necessary railing for overhead storage tanks.
59	DATA SHEET No. 8
60	Schedule A3- Rising Main,, 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, blastingin soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts includingtrimming and dressing of sides, leveling of beds to correct grade including shoring strutting, plankingtimbering and dewatering wherever required, stacking usable and unusable material/soil separately andafter laying jointing and testing of pipes, returning he usable soil in 15 cmlayer by ramming andwatering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts 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.
61	Providing laying jointing and testing of bevelled ended MSERW pipe with circumfrential butt welded joints (94%) by electric arc welding thickness shall be equal to pipe wall thickness)and testing of and welding of MS flanges at every 100 mtr. pipes (6%) and testing of MSERW pipes of following dia confirming to IS 3589-2001, FE330 (latest with upto date ammendments) having wall thickness as specfied below and capable of with standing required test pressure in a rendom length of 5.5 to 6.5 mtr., including manufacturing and fabrication of reducers/tapers all short pieces, required degree of bends etc. as per site requirement made from parent tubes. The laying of pipe shall also include flanges joints of required table duly welded in three layers (two inner and one outer where ever required as per the direction of Engineer-in-Charge (earth work in trenches and the cost of providing flanges including nuts, bolts & gasketwill be measured and paid for separately) and all operation such as cutting, welding, jointing, fabrication of Tee i/c lowering and laying in excavated trench to ensure required level. The pipe shall be factory galvanised(Zinc coating both inside and outside as per relevant IS standard and the damaged portion of the pipes and special (if damages during laying and joints operation of pipe). made from the parent tube, shall be provided anticrossive treatment by applying two coats of anticrossive bituminous paintover a priming coat as per AWWA specification C-203-1978. The welding electrode shall be as per IS 814 of advani oerlikon/L&T or IS marked make. The rates also including entire carriage of material flushing cleaning and hydraulic testing of pipes D.P. test of butt welded joints complete in all respect and to the best satisfaction and direction of Engineer-in-Charge complete within all leads and lifts. Note : The negative tolerance of wall thickness should not be more than 3%,,Booster & Ist stage : 65mm dia MSERW pipe with flange table-34 (5.20mm Thickness)
62	65mm dia MSERW pipe with flange table-28 (5.20mm Thickness)
63	Laying, Jointing and testing of bevelled ended galvanised iron pipe with circumferential butt welded joints 94% where ever required by electrical arc welding (welding thickness shall be equal to pipe wall thickness) and testing of galvanised iron pipe of conforming to IS 1239-1991 (Part-II) ( latest edition having wall thickness as specified below capable of with standing required test pressure, including manufacturing and fabrication of reducers/tapers, tees, all short pieces, bends etc. as per requirement made from parent tubes. The laying of pipe shall also including welding of flanged joints at every 100 metre (6%)spacing duly welded in three layers (Two inner one outer) and all operations such as cutting, welding, jointing, fabrication of bends, tee\"s etc. and making bevelled pipe ends suitable for but welding, lowering and laying in excavated trenches to ensure required level complete. (Earth work in trenches and the cost of providing flanges including nut and 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 ISI 814 of advani/Oerlikon/L&T or ISI marked make. The damages portion of pipes(if damages during laying & jointing operation of pipe) and all other special made from the parent tube. The rates also include entire carriage of material, flushing, cleaning & hydraulic testing of pipes, DP test of butt welded joints complete in all respect and to entire satsfaction ofthe Engineer-in-charge. Booster stage :- 100mm dia GI pipe (Medium class) with flange table-17 (4.50mm Thickness)
64	100mm dia GI pipe (Medium class) with flange table-5 (4.50mm Thickness)
65	Stage 1st. :-65mm dia GI pipe (Heavy class) with flange table-28(4.50mm Thickness)
66	65mm dia GI pipe (Heavy class) with flange table-17(4.50mm Thickness)
67	65mm dia GI pipe (Heavy class) with flange table-5(4.50mm Thickness)
68	100mm dia GI pipe (Medium class) with flange table-28 (4.50mm Thickness)
69	100mm dia GI pipe (Medium class) with flange table-17 (4.50mm Thickness)
70	100mm dia GI pipe (Medium class) with flange table-5 (4.50mm Thickness)
71	Dismentaling & Disjointing of existing Rising main (Nalian da Bag to Main Tank Bharanta 100mm dia GI pipe with in all leads & lifts to entire satsfaction ofthe Engineer-in-charge.
72	Booster Stage : (P/Well to Kamloo Pump House)DATA SHEET No. 9
73	Supply of submersible pumping set of (KSB/Kalama/Kirloskar/Johnston/Cromption/BS) make conforming to BIS; 8034-1976 latest suitable for lifting clear water (latest with uptodate ammendments) fitted withbronze impellers/suitable alloy directly coupled to squirrell case electric induction motor of same make as (manufacurer standard) conforming to BIS; 9283-1979 (latest with uptodate ammendments) andtotallywater proof for submersible duty, isolatedfrom the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearings & provided with stainless steel thrust bearing plate to with stand vertical loads withminimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor includingwater level guard,errection clamps,cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:- 1) Total Head :- 52.94 Metre2) Discharge required from each pump. :- 1.97 LPS3) No. of pump required :- 2.00 Nos. One act as stand by4) Location of the site of installation of machinery :-The site is located at a distance of50 Kmts from Ranital railway station on Dehra Kaloha Amb road, 12 Km from Dehra Gopipur & 400 mtr. Head Load 5) The altitude of installation. :-The altitude of place is 650 mtrs above MSL6) Type of current. :- AC three phase supply with freqduency of 50 cycle per second. 7) Rate Voltage :- 415V + 10%8) Type of water and its source :- Clear Water from Collection tank9) Charactristics of water. -a) Ambient Temperature dig.cb) Turbidity NTU c) Hardness 260Mg/Ltrs (as CaCO3) d) PH 7.5 e) Total solid Mg /Ltrs f) Other10) Depth of T/Well :- ___mtrs. 11) LWL in Collcetion tank :- 442.50 mtrs. 12) Dia of Bore :- ____ mtrs 13) Max draw down 14) Static water level :- 442.50 mtrs.15) Center line level of Pump :- ______ mtrs 16) Discharge level of highest point :- 475.50 mtrs17)Static head in Metres :- 33 18)Length of R/Main (Including Column Assembly) :- 1250 mtrs. 19) Dia of Rising main :- 65mm20)No of working hours per day :- 16 Hours 21) Limit of pump operation. :- (-) 15 % (+) 10% of total head22) R.P.M. of pumping set. :- RPM ( or to be specified by the tenderer)23) Test run :- 20 Hours continueously for 7 days
74	Supply, Installation, Testing and Commissioning of star delta starter panel for submersible pump made out of 16 Gauge sheet, powder coated dust and vermin proof wall/base mounted and front opening door type with copper insulated wiring suitable to operate 2 nos pumps (1 working & 1 standby) each of the pump rating ___ HP through Star Delta Starter Mechanism. Starter should be capable enough to handle the following faults like short circuit, over current , under current, over voltage, under voltage, dry run protection and phase loss with LED ON/OFF & TRIP indicator make Aarmation Electric Private Limited/MAS/ELLES/Adlec = 1.00 Number50.10) Star, Delta and Main Power Contactors of requiredratings as per type-2 co-ordination for ___ HP starter = 1.00 Set 50.20) Voltage protection device to protect panel from over voltage and under voltage= 1.00 Number 50.30) Single phasing and phase reversal protection device to safeguard system from single phasing and phase reversal of the supply voltage= 1.00 Number50.40) Multi function meter indicating different parameters like current, voltage, KWH, PF, THD, etc. with Rs. 485 communication make Aarmaation/ L&T /Schneider/Siemens = 1.00 Number50.50)Main incomer MCCB/MCB of suitble capacity of L&T/ Schneider/ABB make on the feeder for pumping set confirming to BIS 2516-1985 (Letest edition) = 1.00 Number 50.60)Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 (Part I & II) latest with up to date amendments = 1.00 Set50.70) LED On/Off & trip indicator and push buttons, Control and power wiring, Power capacitor, Cooling fan 230 VAC , Control terminal Bus Bar, i.e. Bolt, Insulator etc.= 1.00 Set 50.80)Surge suppressor divice with isolating MCCB to eliminate the power surges due to lightening and system surges = 1.00 Number50.90) Control Transformer to provide a stable control voltage to safeguarg the control circuit of all the components from the voltage surges and spikes= 1.00 Number 50.100) Supply , Installing, testing and commissioning of timer based automation for submersible pump make Aarmaation/ L&T /Schneider/Siemens = 1.00 Number 50.110) Installation of Global system for mobile communication based module to give on and off command to enable switch on and switch off to starter make Aarmaation/ L&T /Schneider/Siemens = 1.00 Number 50.120) Installation of mobile application (Andriod/IOS) to give on and off command to starter through a mobile app and also it should give massage about the ON and OFF status of starter make Aarmaation/ L&T /Schneider/Siemens = 1.00 Number
75	Supply ofKirloskar/Kilburn /IVC/Fouress/Gled/BHEL/ Leader make Cast Iron double flanged sluice valve of class PN 1.6 confirming to BIS-780-1984 (to be provided on delivery side) of equal size to one dia more than the dia delivery of pump and capable of with standing nominal seat test pressure of 16 kg/cm².
76	Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leadermake Cast iron double flanged swing check type reflux valve of class PN 1.6 confirming to BS 5312-1984 having bye pass arrangement to be provided on delivery side and shall be suitable for with standing nominal seat pressure of 16 kg/cm²
77	Supply of Kirloskar/Kilburn/IVC/Fouress /Gled/BHEL/Leadermake Cast iron double flanged swing check type reflux valve of class PN 1.6 confirming to BS 5312-1984 having bye pass arrangement equal to dia of Rising main and shall be suitable for withstanding nominal seat pressure of 16 kg/cm².
78	Providing & layingPVC insulated jointless, flat water proof copper cable of Siemens/Finolex/Grandlay/Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(one cable carrying all three phases) including all other electrical equipment /accessories such as thimbles, flexible pipe, solder, nuts & bolts cable glands etc. laid in pipes or trenches under floor.The type, size & make will be subject to approval of HPSEB authorities.In caseof non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.
79	On supply side of 3½ core coper cable 4.00 mm^2 ( From HPSEB Meter to Switch &Starter).
80	On motor side 3 core flat joint less copper cable of size 2.50 mm^2 ( From Switch & Starter to Motor) pump installed in the bore.
81	Supply& errection of floor power shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of requirement KVAR according to BHP of motor offered including cable Siemens/Gloster/ICC make from busbar chamberto capacitor & also including Standard/ L&T/Kilburn/Indo asianmake ICTP switches conforming to BIS 4064- 4064-1978 or latest with HRC fuses.
82	Supply of standarad make 100 mm dia circular/square dial pressure gauge of suitable range Fiebeg/Bourden/ Precision make with all accessories such as stop cock, copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments.
83	P/Laying Column assembly of G.I./MSERW pipe considering site requirements and having appropriate size in accordance withthe delivery size ofpumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operatingpressureincluding all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. Column assembly =mm dia G.I.flanged pipe(medium grade)NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge
84	Errection of all equipments including the cost of tees, bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.
85	Ist. Stage (WTP to Nakki Pump House)DATA SHEET No. 10
86	Supply ofhorizontal spindle,horizontal/radial split casingand suction (backpull out arrangement) single/ double / multistage centrifugal pumps or combination of pumps in series /parallel ofKSB / Mather & Platt/ Jyoti /Kirloskar /BE /Maxflow/ Beaconweir Sabar make conforming to BIS: 1520-1980 (latestwith upto date ammendments)readwithBIS: 9137-1978(latest edition)suitable for lifting water of under mentioned charactristics withimpellers of bronze/suitable alloy, priming funnels,casing ring & shaft sleeves of bronze/ suitable alloy, shaft of sutable steel grade with cast iron casing coupled directly through a flexible coupling on a common C.I. / Cast steel base plate(base plate to befrom the principle manufacturer of pumping set) to slippering/squirrel cage screen protected drip proof electric induction motor ofKirlokar /NGEF/Crompton / Siemen /Jyoti /BHEL /GEC /ABB conforming to BIS: 325-1978 read read with BIS: 900-1968 (latest with upto date ammendments) It should include the cost of bearings, nuts& bolts,painting etc. andshall be suitable for operation as per data given below.1) Total Head :- 121.65 Metre2) Discharge required from each pump. :- 6.55 LPS3) No. of pump required :- 2.00 Nos. One act as stand by4) Location of the site of installation of machinery :-The site is located at a distance of50 Kmts from Ranital railway station on Dehra Kaloha Amb road, 12 Km from Dehra Gopipur & 400 mtr. Head Load5)The altitude of installation. :-The altitude of place is 650 mtrs above MSL6) Type of current. :- AC three phase supply with freqduency of 50 cycle per second. 7) Rate Voltage :- 415V + 10%8)Type of water and its source :- Clear Water (Collection tank)9)Shaft level :- 680.65 Metre10)Level of discharge point :- 750.00 Metre11) Static Head :- 69.50 Metre12)Charactristics of water. -a) Ambient Temperature dig.cb) Turbidity NTU c) Hardness260Mg/Ltrs(as CaCO3) d) PH 7.5e) Total solid Mg /Ltrsf) Other13) Depth of well assembly :- ___mtrs. 14)No. of working hours per day :- 16 Hours15)Length of Rising main :- 3260 Metre16)Dia of Rising main :- 100 mm17) Limit of pump operation. :- In the complete Range of (-)75%18)R.P.M. of pumping set. :-2900 RPM ( or to be specified by the tenderer)19) Test run :- 20 Hours continueously for 7 days
87	Supply, Installation, Testing and Commissioning of star delta starter panel for submersible pump made out of 16 Gauge sheet, powder coated dust and vermin proof wall/base mounted and front opening door type with copper insulated wiring suitable to operate 1 No. pump of the reating 5.00 HP through Star Delta Starter Mechanismstarter should be capable enough to handle the following faults like short circuit, over current , under current, over voltage, under voltage, dry run protection and phase loss with LED ON/OFF & TRIP indicator make Aarmation Electric Private Limited/MAS/ELLES/Adlec indicators = 1.00 Number60.10) Star, Delta and Main Power Contactors of requiredratings as per type-2 co-ordination for ___ HP starter = 2 Set 60.20) Voltage protection device to protect panel from over voltage and under voltage = 2 Number60.30) Single phasing and phase reversal protection device to safeguard system from single phasing and phase reversal of the supply voltage = 2 Number60.40) Multi function meter indicating different parameters like current, voltage, KWH, PF, THD, etc. with Rs. 485 communication make Aarmaation/ L&T /Schneider/Siemens= 1 Number60.50) Main incomer MCCB/MCB of suitble capacity of L&T/ Schneider/ABB make on the feeder for pumping set confirming to BIS 2516-1985 (Letest edition) = 1 Number 60.60) Individual starter ncomer MCCB/MCB of suitble capacity of L&T/ Schneider/ABB make on the feeder of pumping set confirming to BIS2516-1985 (Letest edition) = 2 Set 60.70) Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 (Part I & II) latest with up to date amendments = 1 Set 60.80) LED On/Off & trip indicator and push buttons, Control and power wiring, Power capacitor, Cooling fan 230 VAC , Control terminal Bus Bar, i.e. Bolt, Insulator etc.= 2 Number 60.90) Surge suppressor divice with isolating MCCB to eliminate the power surges due to lightening and system surges= 1 Number60.100) Control Transformer to provide a stable control voltage to safeguarg the control circuit of all the components from the voltage surges and spikes = 1 Number60.110) Mini PLC (Programmable logic controller) with appropriate digital and anloge inputs and output given automatic command to star delta starter Panel/Energy Saving variable Frquency starter panel make Aarmation Electric/ Bechoff Automation/Rockwell = 1 Number60.120) Electronic relay card 8 channel = 1 Number60.130) SMPS 4.5 Amps to energise PLC system = 1 Number 60.140) HMI (Human Machine Interface) 7\" display for monitoring and controlling of centrifugal pumps make: Aarmation Electric/ Bechoff Automation/Rockwell Automation = 1 Number 60.150) Control MCB Automation System = 1 Number 60.160) Level Sensor to indicate the water level of tank remotely = 2 Number 60.170) Shielded Data cable for communication of level sensor with PLC = 1 Number60.180) Installation, Commissioning and softwear Development = 1 Number
88	Supply ofKirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make Cast steel double flanged accutatedsluice valve of class ASA-150confirming to BIS-1414(API-600)(to be provided on delivery side) of equal size to one dia more than the dia ofdeliveryof pump and capable of with standing nominal seat test pressure of 21 kg/cm². NOTE :- The cast iron Sluice valve shall conform to BIS-780-1984 for 50 mm to 300 mm dia and BIS:2906-1984 for 350 mm to 1200 mm dia (latest eddition). However if seat pressure exceeds the limits prescribed in above mentioned BIS then it shall be of cast iron conforming to class ASA-150 for seat pressure up to 21 Kg./Cm2 & of class ASA-300 for seat pressure 52 Kg./Cm2 as per BS-1414 (API-600).
89	Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make Cast iron double flanged swing check type reflux valve having bypass arrangement of class ASA-150 confirming to BS 1868(API-600) (latest edition)to be provided on Delivery Side) of size one step higher then the delivery size of pump and shell be suitable for with standing nominal seat preassure of 21 kg/cm².
90	Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make Cast iron double flanged swing check type reflux valve having bypass arrangement of class ASA-300 confirming to BS 1868(API-600) (latest edition)to be provided on Rising main) shall be suitable for withstanding nominal seat pressure of 21 kg/cm². 100 mm dia NOTE :- The reflux valve shall conform to BIS-5312-1984 (part-I) latest with upt date ammendments. However if seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conformingt to class ASA-150 for seat pressure up to 21 Kg./Cm2 & of class ASA-300 for seat pressure 52 Kg./Cm2 as per BS-1414 (API-600).
91	Supply of Kirloskar/Kilburn/IVC/Fouress /Gled/BHEL/Leader make cast irondouble flanged sluice valve class PN-I confirming to BIS 780-1984 to be provided on Suction side of size one dia higher then the suctrion size of pump capable ofwithstanding nominal seat pressure of 10.20 kg/cm².
92	Providing & layingPVC insulated jointless, flat water proof copper cable of Siemens/Finolex/Grandlay/ Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(one cable carrying all three phases) including all other electrical equipment /accessories such as thimbles,flexible pipe, solder, nuts & bolts cable glands etc. laid in pipes or trenches under floor. The type,size & make will be subject to approval of HPSEB authorities.In caseof non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.
93	On supply side of 3½ core coper cable 10 mm^2 ( From HPSEB Meter to Switch & Starter).
94	On motor side 3 core flat joint less copper cable of size 6 mm^2 ( From Switch & Starter to Motor) pump installed in the bore.
95	Supply& errection of floor/wall mountedpower shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of requirement KVAR according to BHP of motor offered including cable Siemens/Gloster/ICC make from busbar chamberto capacitor & also including Standard/ L&T/Kilburn/Indo asianmake ICTP switches conforming to BIS 4064- 4064-1978 or latest with HRC fuses. (range to be specified by the tenderer.)
96	Supply of standarad make 80mm dia circular/square dial pressure gauge of suitable range Fiebeg/ Bourden/ Precision make with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments.
97	P/LG.I./MSERW pipe considering site requirements and having appropriate size in accordance withthe delivery size ofpumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operatingpressureincluding all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. The pipe material shall conform to relevant BIS Code and capable of with standing FTP equal to 1.5 times the operating pressure the complete arrangement shall compromise of Suction Pipe= to be specified by the Tenderer
98	Delivery pipe = to be specified by the Tenderer
99	Common header = ___ mm dia NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge.
100	Providing and lying double loop earthing with coper plate 600x600 x3 thick electrode and copper strip of 25x3complete including providing of material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, Copper /GI wire/ Strips of required capacity conforming to BIS 8034-1978 latest with upto date ammendments for above motor & other electriacl equipments including all civil works. (for both machineries).Note. The strip size shall be 20x3 upto 18.5 KW . 25x3 for 18.5 to 37 KW to 55 KW and 32x5 beyond 55 KW.
101	Errection of all equipmentsi/c cost of tees,bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.
102	IInd. Stage (Nalian Da Bag to Main Storage Tank Sard Dogri)DATA SHEET No. 11
103	Supply ofhorizontal spindle, horizontal/radial split casingand suction (backpull out arrangement) single/double/multistage centrifugal pumps or combination of pumps in series/parallel of KSB/Mather & Platt/jyoti/Kirloskar/BE/Maxflow/ Beaconweir Sabar make conforming to BIS: 1520-1980 (latestwith upto date ammendments) readwithBIS: 9137-1978 (latest edition) suitable for lifting water of under mentioned charactristics withimpellers of bronze/suitable alloy, priming funnels,casing ring & shaft sleeves of bronze/ suitable alloy, shaft of sutable steel grade with cast iron casing coupled directly through a flexible coupling on a common C.I. /Cast steel base plate (base plate to befrom the principle manufacturer of pumping set) to slippering/squirrel cage screen protected drip proof electric induction motor ofKirlokar/NGEF/Crompton / Siemen/Jyoti/BHEL/GEC/ABB conforming to BIS: 325-1978 read read with BIS: 900-1968 (latest with upto date ammendments) It should include the cost of bearings, nuts& bolts, painting etc. andshall be suitable for operation as per data given below. 1) Total Head :- 384.36 Metre 2) Discharge required from each pump. :- 1.97 LPS3) No. of pump required :- 2.00 Nos pumping Set 4) Location of the site of installation of machinery :-The site is located at a distance of50 Kmts from Ranital railway station on Dehra Muwarikpur road, 12 Km from Dehra Gopipur & 400 mtr. Head Load 5)The altitude of installation. :-The altitude of place is 650 mtrs above MSL 6)Type of current. :- AC three phase supply with freqduency of 50 cycle per second. 7) Rate Voltage :- 415V + 10% 8) Type of water and its source :- Clear Water (Collection tank)9) Shaft level :- 707.65 Metre10)Level of discharge point :- 990.50 Metre11)Static Head :- 282.85 Metre12) Charactristics of water. -a) Ambient Temperature dig.cb) Turbidity NTUc) Hardness260Mg/Ltrs(as CaCO3)d) PH 7.5e) Total solid Mg /Ltrsf) Other13) Depth of well assembly :- ___mtrs.14) No. of working hours per day :- 16 Hours15)Length of Rising main :- 7450 Metre16) Dia of Rising main :- 65 mm17) Limit of pump operation. :- In the completem Range of (-)75%18) R.P.M. of pumping set. :-2900 RPM ( or to be specified by the tenderer)19) Test run :- 20 Hours continueously for 7 days
104	Supply, Installation, Testing and Commissioning of star delta starter panel for submersible pump made out of 16 Gauge sheet, powder coated dust and vermin proof wall/base mounted and front opening door type with copper insulated wiring suitable to operate 1 No. pump of the reating 5.00 HP through Star Delta Starter Mechanismstarter should be capable enough to handle the following faults like short circuit, over current , under current, over voltage, under voltage, dry run protection and phase loss with LED ON/OFF & TRIP indicator make Aarmation Electric Private Limited/MAS/ELLES/Adlecindicators = 1 Number 72.10)Star, Delta and Main Power Contactors of requiredratings as per type-2 co-ordination for 20.00 HP starter = 2 Set 72.20) Voltage protection device to protect panel from over voltage and under voltage= 2 Number72.30) Single phasing and phase reversal protection device to safeguard system from single phasing and phase reversal of the supply voltage = 2 Number72.40) Multi function meter indicating different parameters like current, voltage, KWH, PF, THD, etc. with Rs. 485 communication make Aarmaation/ L&T /Schneider/Siemens = 1 Number 72.50) Main incomer MCCB/MCB of suitble capacity of L&T/ Schneider/ABB make on the feeder for pumping set confirming to BIS2516-1985 (Letest edition) = 1 Number 72.60) Individual starter ncomer MCCB/MCB of suitble capacity of L&T/ Schneider/ABB make on the feeder of pumping set confirming to BIS2516-1985 (Letest edition) = 2 Set 72.70) Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 (Part I & II) latest with up to date amendments = 1 Set 72.80) LED On/Off & trip indicator and push buttons, Control and power wiring, Power capacitor, Cooling fan 230 VAC , Control terminal Bus Bar, i.e. Bolt, insulator etc. = 2 Numbers72.90) Surge suppressor divice with isolating MCCB to eliminate the power surges due to lightening and system surges= 1 Number72.100) Control Transformer to provide a stable control voltage to safeguarg the control circuit of all the components from the voltage surges and spikes = 1 Number72.110) Mini PLC (Programmable logic controller) with appropriate digital and anloge inputs and output given automatic command to star delta starter Panel/Energy Saving variable Frquency starter panel make Aarmation Electric/ Bechoff Automation/Rockwell = 1 Number72.120) Electronic relay card 8 channel = 1 Number72.130) SMPS 4.5 Amps to energise PLC system = 1 Number 72.140) HMI (Human Machine Interface) 7\" display for monitoring and controlling pumps make: Aarmation Electric/ Bechoff Automation/Rockwell Automation = 1 Number 72.150) Control MCB Automation System = 1 Number 72.160) Level Sensor to indicate the water level of tank remotely = 2 Number 72.170) Shielded Data cable for communication of level sensor with PLC = 1 Number72.180) Installation, Commissioning and softwear Development = 1 Number
105	Supply ofKirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make Cast steel double flanged accutatedsluice valve of class ASA-300confirming to BIS-1414(API-600)(to be provided on delivery side) of equal size to one dia more than the dia ofdeliveryof pump and capable of with standing nominal seat test pressure of 52 kg/cm². NOTE :- The cast iron Sluice valve shall conform to BIS-780-1984 for 50 mm to 300 mm dia and BIS:2906-1984 for 350 mm to 1200 mm dia (latest eddition). However if seat pressure exceeds the limits prescribed in above mentioned BIS then it shall be of cast iron conforming to class ASA-150 for seat pressure up to 21 Kg./Cm2 & of class ASA-300 for seat pressure 52 Kg./Cm2 as per BS-1414 (API-600).
106	Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make Cast steel double flanged swing check type reflux valve having bypass arrangement of class ASA-300 confirming to BS 1868(API-600) (latest edition)to be provided on delivery side) of size one step higher than the delivery size of pump and shall be suitable for withstanding nominal seat pressure of52 kg/cm².
107	Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make Cast steel double flanged swing check type reflux valve having bypass arrangement of class ASA-300 confirming to BS 1868(API-600) (latest edition)to be provided on Rising main)and shall be suitable for withstanding nominal seat pressure of 52 kg/cm². NOTE :- The reflux valve shall conform to BIS-5312-1984 (part-I) latest with upt date ammendments. However if seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conformingt to class ASA-150 for seat pressure up to 21 Kg./Cm2 & of class ASA-300 for seat pressure 52 Kg./Cm2 as per BS-1414 (API-600).
108	Supply of Kirloskar/Kilburn/IVC/Fouress /Gled/BHEL/Leader make cast irondouble flanged sluice valve class PN-I confirming to BIS 780-1984 to be provided on Suction side of size one dia higher then the suctrion size of pump capable ofwithstanding nominal seat pressure of 10.20 kg/cm².
109	Providing & layingPVC insulated jointless, flat water proof copper cable of Siemens/Finolex/Grandlay/ Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(one cable carrying all three phases) including all other electrical equipment /accessories such as thimbles,flexible pipe, solder, nuts & bolts cable glands etc. laid in pipes or trenches under floor.The type,size & make will be subject to approval of HPSEB authorities.In caseof non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.
110	On supply side of 3½ core coper cable 10 mm^2 ( From HPSEB Meter to Switch & Starter).
111	On motor side 3 core flat joint less copper cable of size 6 mm^2 ( From Switch & Starter to Motor) pump installed in the bore.
112	Supply& errection of floor/wall mountedpower shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of requirement KVAR according to BHP of motor offered including cable Siemens/Gloster/ICC make from busbar chamberto capacitor & also including Standard/ L&T/Kilburn/Indo asianmake ICTP switches conforming to BIS 4064- 4064-1978 or latest with HRC fuses. (range to be specified by the tenderer.)
113	Supply of standarad make 80mm dia circular/square dial pressure gauge of suitable range Fiebeg/ Bourden/ Precision make with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments.
114	P/LG.I./MSERW pipe considering site requirements and having appropriate size in accordance withthe delivery size ofpumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operatingpressureincluding all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. The pipe material shall conform to relevant BIS Code and capable of with standing FTP equal to 1.5 times the operating pressure the complete arrangement shall compromise ofSuction Pipe= to be specified by the Tenderer
115	Delivery pipe = to be specified by the Tenderer
116	Common header = ___ mm diaNOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge
117	Providing and lying double loop earthing with coper plate 600x600 x3 thick electrode and copper strip of 25x3complete including providing of material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, Copper /GI wire/ Strips of required capacity conforming to BIS 8034-1978 latest with upto date ammendments for above motor & other electriacl equipments including all civil works. (for both machineries). Note. The strip size shall be 20x3 upto 18.5 KW . 25x3 for 18.5 to 37 KW to 55 KW and 32x5 beyond 55 KW.
118	Errection of all equipmentsi/c cost of tees,bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.
119	IIIrd. Stage (Pump House Nalian da Bag to Main Storage Tank Bharanta)DATA SHEET No. 12
120	Supply ofhorizontal spindle, horizontal/radial split casingand suction (backpull out arrangement) single/double/multistage centrifugal pumps or combination of pumps in series/parallel of KSB/Mather & Platt/Jyoti/Kirloskar/BE/Maxflow/Beaconweir/Sabar make conforming to BIS:1520-1980 (latestwith upto date ammendments) read with BIS: 9137-1978 (latest edition) suitable for lifting water of under mentioned charactristics with impellers of bronze/suitable alloy, priming funnels, casing ring & shaft sleeves of bronze / suitable alloy, shaft of sutable steel grade with cast iron casing coupled directly through a flexible coupling on a common C.I./Cast steel base plate (base plate to befrom the principle manufacturer of pumping set) to slippering/squirrel cage screen protected drip proof electric induction motor ofKirlokar/NGEF/Crompton/Siemen/Jyoti/BHEL/GEC/ABB conforming to BIS:325-1978 read read with BIS:900-1968 (latest with upto date ammendments) It should include the cost of bearings, nuts & bolts, painting etc. andshall be suitable for operation as per data given below. 1) Total Head :- 194.65 Metre2) Discharge required from each pump. :- 6.50 LPS3)No. of pump required :- 2.00 Nos pumping Set4) Location of the site of installation of machinery :-The site is located at a distance of50 Kmts from Ranital railway station on Dehra Kaloha Rakkar, 12 Km from Dehra Gopipur & 400 mtr. Head Load 5)The altitude of installation. :-The altitude of place is 650 mtrs above MSL 6)Type of current. :- AC three phase supply with freqduency of 50 cycle per second. 7) Rate Voltage :- 415V + 10% 8) Type of water and its source :- Clear Water (Collection tank) 9)Shaft level :- 707.50 Metre10) Level of discharge point :- 875.65 Metre11) Static Head :- 168.15 Metre12) Charactristics of water. -a) Ambient Temperature dig.cb) Turbidity NTUc) Hardness260Mg/Ltrs(as CaCO3)d) PH 7.5e) Total solid Mg /Ltrsf) Other13) Depth of well assembly :- ___mtrs.14) No. of working hours per day :- 16 Hours15)Length of Rising main :- 1560 Metre16) Dia of Rising main :- 100 mm17) Limit of pump operation. :- In the completem Range of (-)75%18) R.P.M. of pumping set. :-2900 RPM ( or to be specified by the tenderer)19) Test run :- 20 Hours continueously for 7 days
121	Supply, Installation, Testing and Commissioning of star delta starter panel for submersible pump made out of 16 Gauge sheet, powder coated dust and vermin proof wall/base mounted and front opening door type with copper insulated wiring suitable to operate 1 No. pump of the reating 5.00 HP through Star Delta Starter Mechanismstarter should be capable enough to handle the following faults like short circuit, over current , under current, over voltage, under voltage, dry run protection and phase loss with LED ON/OFF & TRIP indicator make Aarmation Electric Private Limited/MAS/ELLES/Adlecindicators = 1 Number 84.10)Star, Delta and Main Power Contactors of requiredratings as per type-2 co-ordination for 30.00 HP starter = 2 Set 84.20) Voltage protection device to protect panel from over voltage and under voltage= 2 Number84.30) Single phasing and phase reversal protection device to safeguard system from single phasing and phase reversal of the supply voltage = 2 Number84.40) Multi function meter indicating different parameters like current, voltage, KWH, PF, THD, etc. with Rs. 485 communication make Aarmaation/ L&T /Schneider/Siemens = 1 Number 84.50) Main incomer MCCB/MCB of suitble capacity of L&T/ Schneider/ABB make on the feeder for pumping set confirming to BIS2516-1985 (Letest edition) = 1 Number 84.60) Individual starter ncomer MCCB/MCB of suitble capacity of L&T/ Schneider/ABB make on the feeder of pumping set confirming to BIS2516-1985 (Letest edition) = 2 Set 84.70) Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 (Part I & II) latest with up to date amendments = 1 Set 84.80) LED On/Off & trip indicator and push buttons, Control and power wiring, Power capacitor, Cooling fan 230 VAC , Control terminal Bus Bar, i.e. Bolt, insulator etc. = 2 Numbers84.90) Surge suppressor divice with isolating MCCB to eliminate the power surges due to lightening and system surges= 1 Number84.100) Control Transformer to provide a stable control voltage to safeguarg the control circuit of all the components from the voltage surges and spikes = 1 Number84.110) Mini PLC (Programmable logic controller) with appropriate digital and anloge inputs and output given automatic command to star delta starter Panel/Energy Saving variable Frquency starter panel make Aarmation Electric/ Bechoff Automation/Rockwell Automation. = 1 Number84.120) Electronic relay card 8 channel = 1 Number84.130) SMPS 4.5 Amps to energise PLC system = 1 Number 84.140) HMI ( Human Machine Interface) 7\" display for monitoring and controlling pumps make: Aarmation Electric/ Bechoff Automation/Rockwell Automation = 1 Number 84.150) Control MCB Automation System = 1 Number 84.160) Level Sensor to indicate the water level of tank remotely = 2 Number 84.170) Shielded Data cable for communication of level sensor with PLC = 1 Number84.180) Installation, Commissioning and softwear Development = 1 Number
122	Supply ofKirloskar/Kilburn /IVC/Fouress/Gled/BHEL/Leader make Cast steel double flanged accutatedsluice valve of class ASA-150confirming to BIS-1414(API-600)(to be provided on delivery side) of equal size to one dia more than the dia ofdeliveryof pump and capable of with standing nominal seat test pressure of 21 kg/cm². NOTE :- The cast iron Sluice valve shall conform to BIS-780-1984 for 50 mm to 300 mm dia and BIS:2906-1984 for 350mm to 1200mm dia (latest eddition). However if seat pressure exceeds the limits prescribed in above mentioned BIS then it shall be of cast iron conforming to class ASA-150 for seat pressure up to 21 Kg./Cm2 & of class ASA-300 for seat pressure 52 Kg./Cm2 as per BS-1414 (API-600).
123	Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make Cast steel double flanged swing check type reflux valve having bypass arrangement of class ASA-150 confirming to BS 1868(API-600) (latest edition)to be provided on delivery side) of size one step higher than the delivery size of pump and shall be suitable for withstanding nominal seat pressure of21 kg/cm².
124	Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make Cast iron double flanged swing check type reflux valve having bypass arrangement of class ASA-300 confirming to BS 1868(API-600) (latest edition)to be provided on Rising main) and shall be suitable for withstanding nominal seat pressure of 21 kg/cm². NOTE :- The reflux valve shall conform to BIS-5312-1984 (part-I) latest with upt date ammendments. However if seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conformingt to class ASA-150 for seat pressure up to 21 Kg./Cm2 & of class ASA-300 for seat pressure 52 Kg./Cm2 as per BS-1414 (API-600).
125	Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make cast irondouble flanged sluice valve class PN-I confirming to BIS 780-1984 to be provided on Suction side of size one dia higher then the suctrion size of pump capable ofwithstanding nominal seat pressure of 10.20 kg/cm².
126	Providing & layingPVC insulated jointless, flat water proof copper cable of Siemens/Finolex/Grandlay/ Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(one cable carrying all three phases) including all other electrical equipment /accessories such as thimbles,flexible pipe, solder, nuts & bolts cable glands etc. laid in pipes or trenches under floor.The type,size & make will be subject to approval of HPSEB authorities.In caseof non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.
127	On supply side of 3½ core coper cable 16 mm^2 ( From HPSEB Meter to Switch & Starter).
128	On motor side 3 core flat joint less copper cable of size 10 mm^2 ( From Switch & Starter to Motor) pump installed in the bore.
129	Supply& errection of floor/wall mountedpower shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of requirement KVAR according to BHP of motor offered including cable Siemens/Gloster/ICC make from busbar chamberto capacitor & also including Standard/ L&T/Kilburn/Indo asianmake ICTP switches conforming to BIS 4064- 4064-1978 or latest with HRC fuses. (range to be specified by the tenderer.)
130	P/LG.I./MSERW pipe considering site requirements and having appropriate size in accordance withthe delivery size ofpumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operatingpressureincluding all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. The pipe material shall conform to relevant BIS Code and capable of with standing FTP equal to 1.5 times the operating pressure the complete arrangement shall compromise of Suction Pipe= to be specified by the Tenderer
131	Delivery pipe = to be specified by the Tenderer
132	Common header = ___ mm dia NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge
133	Providing and lying double loop earthing with coper plate 600x600 x3 thick electrode and copper strip of 25x3complete including providing of material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, Copper /GI wire/ Strips of required capacity conforming to BIS 8034-1978 latest with upto date ammendments for above motor & other electriacl equipments including all civil works. (for both machineries). Note. The strip size shall be 20x3 upto 18.5 KW . 25x3 for 18.5 to 37 KW to 55 KW and 32x5 beyond 55 KW.
134	Errection of all equipmentsi/c cost of tees,bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.
135	IVth. Stage ( Pump House Kaloha to Main Storage Tank Upper Kaloha) DATA SHEET No. 13
136	Supply ofhorizontal spindle,horizontal/radial split casingand suction (backpull out arrangement) single/ double /multistage centrifugal pumps or combination of pumps in series /parallel ofKSB / Mather & Platt/ Jyoti /Kirloskar /BE /Maxflow/ Beaconweir Sabar make conforming to BIS: 1520-1980 (latestwith upto date ammendments)readwithBIS: 9137-1978(latest edition)suitable for lifting water of under mentioned charactristics withimpellers of bronze/suitable alloy, priming funnels,casing ring & shaft sleeves of bronze/ suitable alloy, shaft of sutable steel grade with cast iron casing coupled directly through a flexible coupling on a common C.I. / Cast steel base plate(base plate to befrom the principle manufacturer of pumping set) to slippering/squirrel cage screen protected drip proof electric induction motor ofKirlokar /NGEF/Crompton / Siemen /Jyoti /BHEL /GEC /ABB conforming to BIS: 325-1978 read read with BIS: 900-1968 (latest with upto date ammendments) It should include the cost of bearings, nuts& bolts, painting etc. andshall be suitable for operation as per data given below. 1) Total Head :- 270.24Metre2)Discharge required from each pump. :- 1.86 LPS 3)No. of pump required :- 2.00 Nos pumping Set4)Location of the site of installation of machinery :-The site is located at a distance of50 Kmts from Ranital railway station on Dehra Muwarikpur road, 12 Km from Dehra Gopipur & 400 mtr. Head Load5)The altitude of installation. :-The altitude of place is 650 mtrs above MSL6)Type of current. :- AC three phase supply with freqduency of 50 cycle per second.7) Rate Voltage :- 415V + 10%8) Type of water and its source :- Clear Water (Collection tank) 9) Shaft level :- 812.75 Metre 10) Level of discharge point :- 1045.50 Metre11)Static Head :- 232.75 Metre12)Charactristics of water. - a) Ambient Temperature dig.c b) Turbidity NTUc) Hardness260Mg/Ltrs(as CaCO3) d) PH 7.5e) Total solid Mg /Ltrsf) Other 13)Depth of well assembly :- ___mtrs.14)No. of working hours per day :- 16 Hours15) Length of Rising main :- 2860 Metre16) Dia of Rising main :- 65 mm 17)Limit of pump operation. :- In the completem Range of (-)75%18) R.P.M. of pumping set. :-2900 RPM ( or to be specified by the tenderer) 19) Test run :- 20 Hours continueously for 7 days
137	Supply, Installation, Testing and Commissioning of star delta starter panel for submersible pump made out of 16 Gauge sheet, powder coated dust and vermin proof wall/base mounted and front opening door type with copper insulated wiring suitable to operate 1 No. pump of the reating 5.00 HP through Star Delta Starter Mechanismstarter should be capable enough to handle the following faults like short circuit, over current , under current, over voltage, under voltage, dry run protection and phase loss with LED ON/OFF & TRIP indicator make Aarmation Electric Private Limited/MAS/ELLES/Adlecindicators = 1 Number 96.10)Star, Delta and Main Power Contactors of requiredratings as per type-2 co-ordination for 15.00 HP starter = 2 Set 96.20) Voltage protection device to protect panel from over voltage and under voltage= 2 Number96.30) Single phasing and phase reversal protection device to safeguard system from single phasing and phase reversal of the supply voltage = 2 Number96.40) Multi function meter indicating different parameters like current, voltage, KWH, PF, THD, etc. with Rs. 485 communication make Aarmaation/ L&T /Schneider/Siemens = 1 Number 96.50) Main incomer MCCB/MCB of suitble capacity of L&T/ Schneider/ABB make on the feeder for pumping set confirming to BIS2516-1985 (Letest edition) = 1 Number 96.60) Individual starter ncomer MCCB/MCB of suitble capacity of L&T/ Schneider/ABB make on the feeder of pumping set confirming to BIS2516-1985 (Letest edition) = 2 Set 96.70) Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 (Part I & II) latest with up to date amendments = 1 Set 96.80) LED On/Off & trip indicator and push buttons, Control and power wiring, Power capacitor, Cooling fan 230 VAC , Control terminal Bus Bar, i.e. Bolt, insulator etc. = 2 Numbers96.90) Surge suppressor divice with isolating MCCB to eliminate the power surges due to lightening and system surges= 1 Number96.100) Control Transformer to provide a stable control voltage to safeguarg the control circuit of all the components from the voltage surges and spikes = 1 Number96.110) Mini PLC (Programmable logic controller) with appropriate digital and anloge inputs and output given automatic command to star delta starter Panel/Energy Saving variable Frquency starter panel make Aarmation Electric/ Bechoff Automation/Rockwell Automation. = 1 Number96.120) Electronic relay card 8 channel = 1 Number96.130) SMPS 4.5 Amps to energise PLC system = 1 Number 96.140) HMI ( Human Machine Interface) 7\" display for monitoring and controlling pumps make: Aarmation Electric/ Bechoff Automation/Rockwell Automation = 1 Number 96.150) Control MCB Automation System = 1 Number 96.160) Level Sensor to indicate the water level of tank remotely = 2 Number 96.170) Shielded Data cable for communication of level sensor with PLC = 1 Number96.180) Installation, Commissioning and softwear Development = 1 Number
138	Supply ofKirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make Cast steel double flanged accutatedsluice valve of class ASA-300confirming to BIS-1414(API-600)(to be provided on delivery side) of equal size to one dia more than the dia ofdeliveryof pump and capable of with standing nominal seat test pressure of 52 kg/cm².NOTE :- The cast iron Sluice valve shall conform to BIS-780-1984 for 50 mm to 300 mm dia and BIS:2906-1984 for 350 mm to 1200 mm dia (latest eddition). However if seat pressure exceeds the limits prescribed in above mentioned BIS then it shall be of cast iron conforming to class ASA-150 for seat pressure up to 21 Kg./Cm2 & of class ASA-300 for seat pressure 52 Kg./Cm2 as per BS-1414 (API-600).
139	Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make Cast steel double flanged swing check type reflux valve having bypass arrangement of class ASA-300 confirming to BS 1868(API-600) (latest edition)to be provided on delivery side) of size one step higher than the delivery size of pump and shall be suitable for withstanding nominal seat pressure of52 kg/cm².
140	Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make Cast iron double flanged swing check type reflux valve having bypass arrangement of class ASA-300 confirming to BS 1868(API-600) (latest edition)to be provided on Rising main) and shall be suitable for withstanding nominal seat pressure of 52 kg/cm². NOTE :- The reflux valve shall conform to BIS-5312-1984 (part-I) latest with upt date ammendments. However if seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conformingt to class ASA-150 for seat pressure up to 21 Kg./Cm2 & of class ASA-300 for seat pressure 52 Kg./Cm2 as per BS-1868 (API-600).
141	Supply of Kirloskar/Kilburn/IVC/Fouress /Gled/BHEL/Leader make cast irondouble flanged sluice valve class PN-I confirming to BIS 780-1984 to be provided on Suction side of size one dia higher then the suctrion size of pump capable ofwithstanding nominal seat pressure of 10.20 kg/cm².
142	Providing & layingPVC insulated jointless, flat water proof copper cable of Siemens/Finolex/Grandlay/ Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(one cable carrying all three phases) including all other electrical equipment /accessories such as thimbles,flexible pipe, solder, nuts & bolts cable glands etc. laid in pipes or trenches under floor.The type,size & make will be subject to approval of HPSEB authorities.In caseof non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.
143	On supply side of 3½ core coper cable 6 mm^2 ( From HPSEB Meter to Switch & Starter).
144	On motor side 3 core flat joint less copper cable of size 4 mm^2 ( From Switch & Starter to Motor) pump installed in the bore.
145	Supply& errection of floor/wall mountedpower shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of requirement KVAR according to BHP of motor offered including cable Siemens/Gloster/ICC make from busbar chamberto capacitor & also including Standard/ L&T/Kilburn/Indo asianmake ICTP switches conforming to BIS 4064- 4064-1978 or latest with HRC fuses. (range to be specified by the tenderer.)
146	Supply of standarad make 80mm dia circular/square dial pressure gauge of suitable range Fiebeg/ Bourden/ Precision make with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments.
147	P/LG.I./MSERW pipe considering site requirements and having appropriate size in accordance withthe delivery size ofpumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operatingpressureincluding all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. The pipe material shall conform to relevant BIS Code and capable of with standing FTP equal to 1.5 times the operating pressure the complete arrangement shall compromise ofSuction Pipe= to be specified by the Tenderer
148	Delivery pipe = to be specified by the Tenderer
149	Common header = ___ mm dia NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge
150	Providing and lying double loop earthing with coper plate 600x600 x3 thick electrode and copper strip of 25x3complete including providing of material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, Copper /GI wire/ Strips of required capacity conforming to BIS 8034-1978 latest with upto date ammendments for above motor & other electriacl equipments including all civil works. (for both machineries). Note. The strip size shall be 20x3 upto 18.5 KW . 25x3 for 18.5 to 37 KW to 55 KW and 32x5 beyond 55 KW.
151	Errection of all equipmentsi/c cost of tees,bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.

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