Improvement of LWSS Badoh, Andoura and Karluhi in Tehsil Ghanari Distt. Una HP

Amount

Excavation in foundation trenches upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft / hard rock or chieselling soft/ hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including, shoring, strutting, planking, timbering and dewatering, wherever required, stacking the useable and unuseable material/ soil separately and after laying, jointing and testing of pipes returing the useable soil in trenches in 15 cm ( Fifteen centimeter ) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil / un-useable materials as directed within all leads and lifts including restoration of un-metalled surface to its original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.

Providing and laying cement concrete 1:6:12 (1cement: 6 sand) 12 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinths in all leads and lift and to the entire satisfaction of Engineer-in-charge.

Random rubble masonary / Polygonal rubble masonary (coursed or brought to courses with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 in cement mortar 1:6 ( 1 cement : 6 sand) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing and laying cement concrete 1:3:6 (1 cement: 3 sand : 6 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth including carriage of materials within all leads and lifts complete in all respect to the entire satisfaction and as per the directions of Engineer-in-Charge.

Providing and laying cement concrete work DESIGN MIX M 30 not less than 1:1.5:3 (1 cement: 1.5 sand :3 crushed stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-

(a) Foundation,footing & bases of columns and the like mass concrete with in all leads and lifts complete in all respect.

( C)Column,pillars,posts & struts upto floor two level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(d) Lintels,beams girders bressumers & cantilevers upto floor two level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Staircases ( except spral stair cases ) excluding landing but including preparing of the surface and finishing of nosing upto floor two level. complete in respects with all leads and lifts as per directed Engineer-in-charge of the site of work.

(b) Walls (any thickness but not less than 0.10 mtrs. thickness) including attached pilasters, buttersses, plinth and string courses etc. from top of foundation level.

Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level complete in all respect including all leads and lift to the entire satisfaction of Engineer-in-charge.

(e) Arches upto floor two level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.:

Providing and laying cement concrete 1:2:4 ( 1cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :

(a) Foundation,footing & bases of columns and the like mass concrete with in all leads and lifts complete in all respect.

(B)Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and cnntilever upto floor two level complete in all respect including all leads and lift to the entire satisfaction of Engineer-in-charge.

1st. class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:6 (1 cement : 6 sand) in all lead and lifts and as per the directions of the Engineer-in-Charge.

Ist class brick work using common burnt clay building bricks in Super-structure above plinth level upto floor two level in cement mortor 1:6 ( 1 cement: 6 sand ) in all leads and lifts as per the direction of the Engineer-in-Charge.

Half brick work using common burnt clay building bricks in super structure above 1st. floor level in cement mortar 1 : 4 ( 1 cement :4 sand) of 2nd. Class bricks complete in all lead and lifts as per the direction of the Engineer-in-Charge.

Pointing on brick work with cement mortar 1:4 (1cement: 4 sand) raised and cut point within all leads and lifts and as per direction of Engineer-in-charge.

Pointing on brick work with cement mortar 1:4 (1cement: 4 sand) raised and cut point within all leads and lifts and as per direction of Engineer-in-charge.

6 mm cement plaster to ceiling in cement mortar 1:3 (1cement : 3 sand) within all leads and lifts and as per direction of Engineer-in-charge.

15 mm cement plaster in single coat on rough side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and /or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:3 ( 1 cement :3 sand ) in all leads and lifts as per the direction of the Enginner-in-Charge.

15 mm cement plaster in single coat on rough side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and /or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:6 ( 1 cement :6 sand ) in all leads and lifts as per the direction of the Enginner-in-Charge.

20mm 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 80mm in girth and finished even and smooth in cement mortar 1:6(1cement: 6 sand) within all leads and lifts as per direction of Engineer-in-charge..

Steel work welded in built up sections,trusses & framed work including cutting, hoisting & fixing in position & applying a priming coat of red lead paint In grating, framed, guards, bars, ladders, railing, brackets & similar works within all leads and lifts as per direction of Engineer-in-charge.

Providing Tor steel reinforcement for RCC work including bending binding & placing in position complete upto floor two level complete in all respect including all leads and lifts and to the entire satisfaction of Engineer-in-charge.

Providing plinth protection 50 mm thick cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 20mm nominal size) including finishing the top surface concrete smooth within all leads and lifts as per direction of Engineer-in-charge.

Providing under layer for plinth protection of 75 mm thick (unconsolidated )bed dry brick/ stone aggregate 40 mm nominal size with rammed and consolidated and grouted with fine sand including preparation of ground entire carriage of material and as per direction of the Engineer-in-Charge..

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials complete in all respect in all respect and to the entire satisfaction of the Engineer-in-Charge.

Applying priming coat over new steel and other metal surfaces after and including preparing the surface by throughly cleaning oil, greas,dirt,and other foreign matter and scrapping with wire brushing fine steel wool and sand paper complete with ready mixed priming paint brushing, red lead, red oxide/ zinc oxide chrome in all respect as per the direction of the Engineer-in-Charge.

Providing form work with steel plates 3.15 mm. thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in:

(i) Foundation,footing,bases of columns etc.and mass concrete complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(ii) Flat surface such as soffits of suspended floors,roofs,landing and the like complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Sides & soffits of beams,beam haunchings, catilevers, bressumers & lintels not exceeding 1.00 mtr.depth in all ht.from floor complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like.

( C)Column,pillars,posts & struts upto floor two level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Staircases ( except spral stair cases ) excluding landing but including preparing of the surface and finishing of nosing upto floor two level. complete in respects with all leads and lifts as per directed Engineer-in-charge of the site of work.

Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtrs.height complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Arches upto 6.00 mtrs span complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and Fixing SFRC Man Hole Cover with frame (Medium duty) 500 mm internal dia weight of cover not less than 23 Kg. i/c carriage of complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered m

Laying GMS Pipes conforming to IS 1239 - 1979 (Part-1) screwed & socketed joints (Light grade) excluding the cost of excavation in trenches complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Inlet 65 mm dia.

Out Let 65 mm dia.

Inlet 80 mm dia.

Out Let 80 mm dia.

Providing and fixing sluice valve (With hand wheel) as per IS -780 class for following dia (including brass spindle and as per IS; 2906 class -II including M.S. Flanges, bolts, nuts, rubber insertion etc. complete in all respects including carriage of material within all leads and lifts.

65 mm dia

65 mm dia

80 mm dia

80 mm dia

Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia.&180 mm deep (inside) with chained lid RCC top 1: 2: 4 mix (1 cement :2 Sand :4 graded stone aggregate 20 mm nominal size ) 100 mm thick foundation conc.1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1:3 (1 Cement : 3 Sand ) finished with a floating coat of neat cment i/c curing complete. 600 x 600 x 750 mm inside size complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

, Laying,Jointing and Testing in trenches GI Pipe flanged/butt welded pipe of below mentioned dia and grade conforming to IS 1239-2004 (with latest ammendments The M.S. flanges are to be provided 5% of total joints as per table below conforming to 6392-1971 ( Latest uptodate ammendments) and welding of M.S. flanges with pipe as per IS: 816-1965 with electrode as per IS: 814-1967 including required Nos. and size of M.S. nuts and bolts as per IS: 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3mm thick as per IS: 27121-1965. The welding of flanges to be done on both faces in three layers in each face to make the joints leak proof including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube and to the entire satisfaction of enginer-in-charge. The pipes end should be bevelled suitable for butt welding. The circumferencial butt welded joints ( 95% of the total joints) by electrical arc welding to following dia & class pipes,welding of pipes to be done in three layers to make the joints leak proof and to achieve the minimum effective throat thickness of weld conforming to IS- 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects and including DPT test for joints & manual/mechnical handing of pipes. The laying of pipe shall confirm to BIS-5822 (with latest ammendments uptodate), including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube within all leads and lifts. ( Earth work in trenches, M.S. flanges and butt welded joints to be measured and paid for separately) :- 100mm dia (H.C.) P/E

100mm dia (H.C) P/E For Badoh

80 mm dia (H.C) P/E For karluhi

Relaying,Jointing and Testing in trenches GI Pipe flanged/butt welded pipe of below mentioned dia and grade conforming to IS 1239-2004 (with latest ammendments The M.S. flanges are to be provided 5% of total joints as per table below conforming to 6392-1971 ( Latest uptodate ammendments) and welding of M.S. flanges with pipe as per IS: 816-1965 with electrode as per IS: 814-1967 including required Nos. and size of M.S. nuts and bolts as per IS: 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3mm thick as per IS: 27121-1965. The welding of flanges to be done on both faces in three layers in each face to make the joints leak proof including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube and to the entire satisfaction of enginer-in-charge. The pipes end should be bevelled suitable for butt welding. The circumferencial butt welded joints ( 95% of the total joints) by electrical arc welding to following dia & class pipes,welding of pipes to be done in three layers to make the joints leak proof and to achieve the minimum effective throat thickness of weld conforming to IS- 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects and including DPT test for joints & manual/mechnical handing of pipes. The laying of pipe shall confirm to BIS-5822 (with latest ammendments uptodate), including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube within all leads and lifts. ( Earth work in trenches, M.S. flanges and butt welded joints to be measured and paid for separately) :- 100mm dia (M.C.) P/E

Providing and welding MS flanges @5% of total joint conforming to following tables as per IS 6392-1971 (Last with upto date amendments) with plan end G.I/MSERW pipe in three (One inner and two outer) number of layers on both faces to make the joint leak proof (The cost of providing and laying of GI pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00 mm conforming to IS 2712-1998. The work shall be done tothe entire satisfaction of engineer in charge within all leads and lifts .a) 100mm dia (H.C.) P/E Table-17

100mm dia (MC table-5

80mm dia (MC table-5 R/Main For karluhi

80mm dia (MC table-5 R/Main

80mm dia (MC table-5 Distribution

80mm dia (MC table-5 Flow pipe & scour pipe

Providing circumferential butt welded joints @95% by electrical arc welding to GMS pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ ES/ESAB make,conforming to IS 814-1991, include Die pentration test,at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. 100mm dia

80mm dia for karluhi

Providing and fixing presed steel door frames manufactured from commercial mild steel of 1.25 mm thickness I/chinges fans lag joints bend and if required threshhold of mild steel angle etc.(a) Profile "A" with in all leads and liftscomplete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.

Providing and fixing pannelled glazed and panalled and glazed shuttrs for doors ,windows and clerestory windows including bright finshied /black enemelled iron butt hinges with necessary screws fIst class deodar wood 40 mm thick. 2 nd class deodar wood complete in all respect and as per the direction of the Engineer - in- Charge.

Providing andlaying brick Tiles over mumty roof with C.M 1:3 over RCC Slab ( sloped portition and lift complete in all respect.

Providing and fixing M.S. grills of required patterns in wooden frames of windows etc. with M.S. Flats, square or round bars with round headed bolts and nuts or by screws within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of IS gauge specification 8 S.G with wire of dia 0.56 mm for doors,windows i/c bright finished black enamelled iron butt hinges with necessary screws 30 mm thick of 2nd class deodar wood with in all leads and lifts complete in all respect.

Providing plinth protection 50 mm thick cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm nominal size) including finishing the top surface concrete smooth within all leads and lifts as per direction of Engineer-in-charge.

C/O C. R Hammer dressed U shape open drain with Side Wall 15x22 cm in CM 1:6 with in all leads and lifts complete in all respectas per direction of Engineer-in-charge.

Providing 40x3 mm flat iron hold fast 40 cm long including fixing to frame with 10mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm. 1:3:6 mix( 1 cement :3 sand : 6 graded stone aggregate 20 mm nominal size) within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing M.S.fan clamp type -1 of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C slab during laying including painting the exposed portion loop,all as per standard design complete in respect .

White washing with lime on un-decorated wall surfaces ( two coats ) to give an even shade including throughly brooming the surface to remove all,dirt,dust,mortar and other foreign matters with in all leads and lifts complete in all respect.

Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth Priming coat with distemper primer with in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing following anodized aluminium fitting of anodized transparent and shade with necessary secrew etc. complete in all leads and lifts as per the directions of Engineer-in-charge.Sliding door bolts 300x16 mm

Providing and fixing following anodized aluminium fitting of anodized transparent and shade with necessary secrew etc. complete in all leads and lifts as per the directions of Engineer-in-charge.MS tower bolt (barrel Type) 200x10 mm

Providing and fixing following anodized aluminium fitting of anodized transparent and shade with necessary secrew etc. complete in all leads and lifts as per the directions of Engineer-in-charge.MS Handle 125 mm

Painting two coats (excluding priming coat) on new steel and other metal surfaces with readymixed paint brushing to give an even shade including cleaning of all dirt ,dust and other foreign matter sand papering and stopping with enamel paint other than white complete in all respect as per the direction of the Engineer-in-Charge.

Terrazzo tile flooring with precast terrazzo tiles 20 mm thick with marble chips of specified size laid in floors,treads of steps and landing on a bed of 25 mm average thickness of cemenrt mortar 1 :6 ( 1 cement,6 sand ) jointed with neat cement slurry mixed with pigment to match the shade of tile where ever required including rubbing and polishing complete with tiles of following shades medium with in all leads and lifts complete in all respect.

Providing and fixing Water measurement gauge complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and fixing Lightening Conductor complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and fixing Vent Pipe i/c CI cowl complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Wiring for light point / fan point / exhaust fan / call bell point with 1.5 Sq. mm. PVC insulated heat resistant flame retardant(HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed steel conduit and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable as required including carriage of all material within all leads and lifts. Group "C"

Wiring for power plug with 2x4 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC Conduct along with 1 No.4 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carriage of materials within all leads and lifts.

Wiring for light plug with 2X1.5 Sq. mm PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductof cable in PVC casing & capping along with 1 No. 1.5 Sq. mm HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carrige of material with in all leads and lifts.

wiring for sub main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke songle core (flexible) copper conductor cable in PVC casing & capping along with 1 No. 1.5 Sq mm HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required including carriage of material upto all leads an lift 2X2.65 Sq mm.

Supplying & fixing metal box of 180mm.x100mm.x60mm. deep sizes (nominal size) on surface or in recess with suitable for fixing phenolic laminated sheet covered in the front including Providing and fixing 5 pin 5/6 amps socket , outlet and 5/6 amps plano type switch connections painting etc. as required carriage of materials within all leads and lifts.:-

Supplying and fixing bakelite batten/angle holder including connections as required.

Providing, Installation, testing and commissioning of ceiling fan with regulator, including wiring the down rods of standard length (up to 30 cm) with 16/0.20 mm twin twisted flexible,cotton braided, copper cable, including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc. as required:-Ceiling Fan 1200 mm sweep, Category-A.

Providing installation testing and commissioning of prewired flourscent tube fitting 1x36 watt box type Cat A i.e Bajaj make complete with balast starter and capacitor but excluding flourscent tube rod suitable to operate on 230 volt single phase AC supply directly on surface with copper wiring as required complete as per direction of the Engineer-in-charge.

Supplying and erection of 40/50/63 amps rating, 10 KA breaking capacity, 240 volts, "C" curves, miniature circuit breaker of following poles in the existing MCB DB complete with connections etc. as required. Double pole CAT-A

Supplying and fixing of following way single pole and neutral sheet steel MCB distribution board 240 volts on surface/recess completed with tinned, copper bus-bar, wire set, neutral link, earth bar, din-bar, detachable gland plate, cable, identification levels interconnections,phosphatized and power painted, including earthing etc. as required Double door 8 way.

Supplying and erection 6 Amps to 32 Amps rating 10 KA Breaking capacity 240 volts C Curves miniature cicuite breaker of following poles in the existing MCB, DB complete with connections testing and commissioning etc. as required Category "A", single pole.

Earthing with G.I. earth pipe 4.5 mtrs long, 40mm dia including accessories and providing masonry enclousres with cover plate having locking arrangement and watering pipe etc.( but without charcal coke and salt) complete as required including carriage of materials within all leads and lifts.

Extra for using salt and charcoal for pipe earth electrode complete as required, including carriage of materials within all leads and lifts.

Supplying and laying 6 SWG G.I.wire at 0.50 mtr below ground level for earth electrode including soldering etc. as required including carriage of materials within all leads and lifts.

Providing, fixing & testing Street Light Fixture with CFL of 36 watt, copper ballast, G.I. Pipe bracket, complete in all respects.

Tubewell to Collection Tank.WSS karluhi.Supply and errection of submersible pumping set of reputed make such as KSB/ Calama / BS/ Worthigton / Groundfos/ LUBI /Hindustan/ Sabar/Seerex/Johnston / Amrut, conforming to latest relevent BIS . The pump should be fitted with free fine impellers of suitable alloys as per BIS ;5659-1978 with upto date amendments, suitable for raw /clear water having greased packed bearing and shell with wound stator on motor side and with shaft protection on pump side ensuring better life for shaft conforming to BIS specifications The pump shall be directly coupled to submersible squirrel cage electric induction motor of same make conforming to BIS ;9283-1979 with upto date amendments, totally dust and water proof for submersible pump, duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed,lubricated bearing and provided with stainless steel thrust bearing plate to withstand non vertical loads with minimum wear and tear.It should also be fitted with a device to make up expa-of water with heating of motor The pumpset should include water level guard i/c cable ,errection clamps, cable clips and suitable for opertion on data given below. Specifications offered a Pumps :- Specifications i) Make ii) Model iii) No. of stages iv) Manufacter's certificate to be attached Performance i) Discharge ii) Head iii) Efficiency of Pump a) Duty Head b) (+) 10% Duty Head. c) (-) 15% Duty Head d) Performance curve to be attached b) Motors; Specification i) Make ii) Model iii) B.H.P iv) Speed v) Insulation

Discharge, (Q) 5.39 LPS

Total Head ( H ) 56.16 Mts.

SWL in Tubewell 20.00 mtr. bgl.

R.L. point of discharge 491.00 mtr

R.L. of Pump House = 441 mtr.

Seasonal fluctuation + draught condition + bowl assembly.9.00 mtrs.

Drawdown in Tubewell 18.00 mtrs.

StaticHead = 50.00 mtrs.

Static column lift 50.00 mtrs.

Rising main Column pipe

Length 30 mtrs Length 57.00 mtr

Dia 80 mm (M) Dia 80 mm (M)

Class GMS (M)

iv) Pumping hours 8 hours

v) Alititude of installations above M.S.L 100mtr

vi) Characteristic of water

(vii) Temperature : 20.00 Deg. C

(viii) Ambient temperature 42.00 Deg. C

(ix) Turbidity < than 50.00 NTU

(x) Alkalinity Mg/Ca Co3

(xi) Size of the solids mm

xii) others

xiii) Depth of T/well 150 mtr

ix) Dia of T/well assembly 300/200 mm

Length of assembly pipe

Dia of housing pipe

Length of housing pipe

OPERATING CONDITIONS

i) Type of current A.C Three phases.

ii) Frequency 50 Cycles/ Sec.

iii) Rated Voltage 415+/-10% Volts

iv) System of earthing Double Loop earthing as per BIS 3843-1987 latest

v) Speed of Revolution __________________ RPM 2900

MOTOR

i) Ref to BIS code BIS 9283-1979 with upto date amendments

ii) Type of enclousre of motr As per BIS :4691-1985 (latest)

iii) Mechnical out put in HP

iv) Class of insulation : Class B The motor should be able to withstand intial current of 2.50 times the rated current for two minutes without suffering damages of permanet deformations

i) Ref to BIS code BIS 5659-1978 with upto date amendments

ii) Driver Type Electric drivern

iii) Operating Range -25%to +10% of Total head at duty point

iv) Deliver size of Pump ;---------- (to be quoted by tenderer)

Providing ICTP Main Switch with HRC fuses of L&T/ Havells make and having capacity 30% extra of the operational rating as per IS : 13947- P I & II with upto date amendments. i) Make : ii) Type : iii) Capacity : 32 amp.

Providing MS Sheet steel fabricated floor mounted closed ( Almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6 mm duly painted with sheet of 16 gauge comprising and capable of mounting the following accessories with all internal connections. Panel/ Switch Board i) Drawing. ii) Layout Plan

MCB of kilburn / L&T/ Havells make of suitable capacity on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage releases as per IS ; 2516-1985 with upto date amendments. i) Make : ii) Type : iii) Range 100 amp. iv) Capacity

ELR of recommended make L&T /Havells as per IS ; 2516-1985 with up to date ammendments and of suitable range which should have control box , operating handle & trip / reset bush button on / off of indicators, reindicating off spring condition of the circuit breaker for over current protection. The circuit should be equiped with magnet thermal release with metallic tape CTS. It should also be fitted with earth fault for tripping of breaker on occurence of Earth fault. ELR i) Make : ii) Type : iii) Range 100 Amp. iv) Capacity

The voltage monitor Relay 3 phase with all protection and usual indicator and electric siren against single phasing, low voltage, high voltage, reverse phasing, overloading and phase voltage difference as per IS; 3842 ( Latest Edition )i) Make : ii) Type : iii) Range 0-500

Bus bar chamber having three bars of suitable rating for full length equal to the width of the board for three live phases and suitable for induced current, one copper bar of half the rating of full length for neutral phase as per IS ; 8084-1976 and IS : 11353-1985 read with BIS ; 5578 -1985 with upto date amendments including.Three phase indicator lamps complete with toggle switches for individual motors as per IS 3452 (P- I&II ) with upto date amendments. 3 Phase indicators 3 phase indicators i) Make : ii) Type : iii) Rating

Capacitor of BHEL / L&T make as per IS ; 2834-1968 with upto date amendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. offered including cables as per relevent ISI code ( of Seimens / Glocter/ IEC make) from bus bar chamber to capacitor as per IS : 4064-1978 with upto date amendments .Rate of capacitor will be approved by HPSEB. i) Make : ii) Type : iii) Range. 3 KVAR

Providing suitable starter of L&T/Havell's /MEI/BHEL/Kilburn make as per IS: 13947-II with up to date amendments for Squirrel Cage motor mounted on panel board with magnetic type overload release and dashpot time lag, under voltage release with or without initial oil filling as the case may be with single phase preventor as per IS 1248 (P-V)-1983 with up to date amendments. Single Phase Preventor i) Make : ii) Type : iii) Range.

Single Phase Preventor i) Make : ii) Type : iii) Range.

Providing and fixing double flanged Cast iron Sluice valve of Leader / Kartar/ Kirloskar /LP/RG Brand make for the delivery line of pump and capable of withstanding the normal seat pressure and as per IS :- 780-1992 with latest ammendments i) Make : ii) Type : iii) Make :- Cast Iron Class PN-1.00 for Column Pipe 80 mm dia

Providing and fixing double flanged swing type cast Iron Reflux valve of Leader/ Kirloskar/Kartar / LP/RG Brand make having Bye pass arrangement on the delivery line of the Pump and capable of 'withstanding normal Seat Pressure as per IS: 5312 Part-1 with latest ammendments i) Make : ii) Material : Cast Iron iii) Class PN-1.00 For for R/main 80 mm dia.

Providing and fixing pressure gauge of Prega / Precision make complete with all accessories such as stop cock, copper tubing as per IS ; 3624-1987 with upto date amendements. i) Make :

Supply of PVC Jointless , Flat water proof cables as per BIS 694-1998 Latest with upto date amendments , Suaitable for the pump set offered from MCB to Motor Including all other electrical equipments / accessories such as thimble , flexible pipe solder , nuts and bolts , cable glands etc . laid in pipes or trenches under floor .The tpye size and make shall be subject to approved of HPSEB authorities . i) Make : Finolex/ Havells ii) Size 3 x 6 mm2 copper iii). type- IV capacity V Core-).

Lowering of GMS Column pipefor assembly 100 mm dia including MS flanges' of Table 17 as per IS : 6392-1971 with upto date amendments, rubber/asbestos gasket of min. 3mm thickness as per IS 2712-1979 and required numbers of nuts and bolts as per IS ;1364-1983 . The Column pipe shall be as per relevent IS Code and to withstand 1.50 times total head stipulated under item No. 70 . The Column pipe should be extended upto 5 mtr. beyond the outer wall of the pump house in the direction of Rising main . The Column pipe should be properly jointed with the Rising main including all necessary accessories like increaser / reducer, flanges, bends etc, including supporting clamps (2Nos.) at the top of T/well assembly, and as per the direction of Engineer - in - Charge. (The pipe shall be supplied by the Department free of cost from Divisional Store Badoh(Gagret). Column Pipe 80 mm dia GMS pipe (M)

Installation of all items appearing as above as per the systematic drawing attached with the documents or as per the direction of Engineer - in- charge.

Providing and laying copper PVC insulated armoured power cable (one cable carrying all the three phases) of suitablle size and capacity to motors and all other electrical equipments as per IS ;1554 (P-I ) 1988 or latest with upto date amendments of Seimen /Gloster / IEC / ICC / EICO / National / Grandlay /Finolex/ Havells make including all other accessories such as thimble, flexible pipes, solder nuts and bolts, cable glands etc. laid in pipes of trenches under floor. Armoured Power Cable A) Supply Side From meter of HPSEB to Bus Bar and Switch)Armoured Power Cable (A) Motor side (From Switch to Starter & Starter to motor) i) Size 6 mm2 ii) Make iii)Type iv) Capacity v) Core 3

(B) Supply Side (From meter of HPSEB to Bus Bar & Switch) i) Size 3x 25.00 mm2 ii) Make iii) Type iv) Capacity v) Core 3

Providing and fixing double loop earthing with Cooper Plateand Suitable thick electrode complete with material such as thimble, nuts and bolts, charcoal, salt, as per IS ; 3043-1987 with upto date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect as per the dirction of the Engineer - in - Charge. i) i) Copper Wire 14.SWG beyond 35 HP or 50HP.

Centrifugal Pump Set for Karluhi Providing horizontal spindle ,horizontal / radial split casing / end suction (back pull out arrangement). Single / double / multi stage centrifugal pump or combination of pumps in series / parallel of recommended make such as Mather and Platt /KSB/Beacon weir/Kirloskar / BE/ Jyoti/LUBI/GROUNDFOS /HINDUSTAN as per BIS IS 1520 1980 with upto date ammendments read with IS- 9137. 1978 or latest edition suitable for lifting water for under mentioned characteristic with Bronze impellers / priming funnels, casing ring and shaft sleeves of Bronze shaft of stainless steel with cast iron casing, coupled directly through a flexible coupling on a common cast iron/cast steel base plate (base plate to be framed from the manufacturers of the pumping unit only) to slipring/Squirrel cage screen protected drip proof induction motor/,motors of standard make such as Kirloskar /Bhel /Crompton/NGEF /GEC/ Seimens /jyoti/ LUBI/GROUNDFOS/HINDUSTAN and suitable for operation on 415 (+/-5%) volts. 50 Cycles/Sec., 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 as per IS 325 IS 1978 with upto date amendments read with IS 900 1972 it should include cost of Bearing. Nuts, Bolts and painting etc. and should meet the following requirements.

Coupling

Base Plate

Discharge (Q) 5.39 LPS.

Total Head (H) 37.53 mtrs.

LWL In sump well 488.00 mtr

R.L. of shaft 488.00 mtrs.

R.L. of discharge Pt. 518.00 mtrs.

d)Suction lift. postive mtrs

e)Discharge Head 3.00

f) Static Head 30.00 mtrs.

Rising main.

Length 280 mtrs.

Diameter 80 MM

Class GMS (H)

Pumping hours. 8 hours.

Altitude of installations above M.S.L 100_mtrs.

Characteristic of Water

a)Temperature ________Deg.Col.

b)Turbidity ________ JTU

c)Alloanity _________ mg/1 ca Co3

d)Size of solids __________ mm

e) Others.

Providing ICTP Main Switch with HRC fuses of Kilburn/L&T / Havells/Siemens/Standard make and having capacity 30% extra of the operational rating as per IS-4064 : 1978 with upto date amendments, immediately after the Energy meter of the HPSEB complete in all respects with in all leads and lifts as per direction of Engineer-in-charge . i) Make : ii) Type : iii) Capacity : 32 amp.

Providing MS Sheet, steel fabricated floor mounted switch board i/c angle iron post of suitable height and size ISA 40x40x6mm duly painted with steel sheet of 16 Gauge comprising and capable of mounting the following acccessories with all internal connections complete in all respects with in all leads and lifts as per direction of Engineer-in-charge.

MCB of Kilburn/ L&T/MEI /GEC make and of suitable capacity on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage releases as per IS: 2516-1985 with upto date amendments complete in all respects with in all leads and lifts as per direction of Engineer-in-charge . i) Make : ii) Type : iii) Capacity : 63 amp.

ELCB of recommended make L&T/Havells as per IS ;2516-1985 with up to date ammendments, and of suitable range which should have control box , operating handle and trip / reset bush button on / off of indicators,reindicating off spring condition of the circuit breaker for over current protection. The circuit should be equiped with magnet thermal release with metallic tape CTS. It should also be fitted with earth fault for tripping of breaker on occurence of Earth fault and complete in all respects with in all leads and lifts as per direction of Engineer-in-charge.

The voltage monitor Relay 3 phase with all protection and usual indicator and electric siren against single phasing, low voltage, high voltage reverse phasing, overloading and phase voltage difference as per IS: 3842 (Latest Edition) and complete in all respects with in all leads and lifts as per direction of Engineer-in-charge.

Power factor meter of AE/L&T make as per relevent IS Code with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer-in-charge

Frequency meter of AE/L&T make as per relevent IS Code with uptodate ammendments complete in all respects with in all leads and lifts as per direction of Engineer-in-charge

Bus bar chamber of L&T / Havells make having three bars of suitable rating for full length equal to the width of the board for three live phases and suitable for induced current one copper bar of half the rating of full length for neutral phase as per IS : 8084-1976 and IS: 11353-1985 read with BIS : 5578- 1985 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer-in-charge

Three phase indicator lamps complete with toggle switches for individual motors as per IS: 3452 (P-I&II) with upto date ammendments.

Pdg Hour run meter of recommended make of suitable capacity as per IS:722 (latest edition)

Capacitor of Mechell/BHEL/GEC/ L&T make as per IS ; 2834-1986 with upto date amendments,to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. offered including cables as per relevent ISI code ( of Seimens / Glocter/IEC make ) from bus bar chamber to capacitor as per IS : 4064-1978 with upto date amendments . Rating of capacitor will be approved by HPSEB and complete in all respects with in all leads and lifts as per direction of Engineer-in-charge Capacitor i) Make : ii) Type : iii) Capacity : 7KVAR

Providing suitable DOL starter of L&T/Hevells/Kilburn make as per IS: 8544-1979 with upto date ammendments for squirrel cage/slip ring motor mounted on panel board with magnetic type overload release and dashpot, time lag, under voltage release with or without initial oil filling as the case mayu be with single phase preventor as per IS 1248 (P-V)-1983 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer-in-charge .

Providing and fixing of double flange Cast steel Sliuce valve of Leader / Kirloskar/LP approved make for the Delivery pipe and capable of withstanding the normal seat pressure and as per BS 1414/API-600(Cast Iron) ) with latest ammendments complete in all respects with in all leads and lifts as per direction of Engineer-in-charge 80mm dia Class ASA-150.

Providing and fixing of double flanged swing type cast steel Reflux valve of Kirloskar/Leader/LP approved make for the Delivery pipe and capable of withstanding the normal seat pressure and s per BS: 1868/API-600 (Cast Iron)with latest ammendments complete in all respects with in all leads and lifts as per direction of Engineer-in-charge 65 mm dia. Class ASA 150

Providing and fixing of double flanged swing type cast Steel Reflux valve of Kirloskar/Leader/LP approved make for Rising main and capable of withstanding the normal seat pressure and s per BS: 1868/API-600 (Cast Iron)with latest ammendments complete in all respects with in all leads and lifts as per direction of Engineer-in-charge 80 mm dia. Class ASA 150

Providing 80 mm dia circular dial pressure gauge of Prega/Precision make complete with all accessories such as stop cock, Copper tubing as per IS: 3624-1987 with upto date ammendments. i)Make ii)Range.

Installation of all items appearing at as above as per the systematic drawing attached with the tender documents or as per the direction of Engineer-in Charge.The contarctor should ensure proper jointing of delivery pipe line of pump with the Rising main including all necessary accessories like increaser /reducer specials etc. as per site conditions and complete in all respects with in all leads and lifts as per direction of Engineer-in-charge

Fixing of double flanged GMS piping work(layout to be approved by Engineer-in-Charge) for suction and delivery pipes suitable to pumps offered and common header as per the rising main respectively complete with all specials such as bends,Tees,Reducers Inceasers with companion flanges matching with the relevant specifications of the accessories as indicated in the Drawing i/c rubber/ asbestos gasket of 3 mm thickness as per IS : 2712-1979 and required number of Nuts and Bolts as per 1364-1983.-the pipes shall be as per relevent IS code and to withstand 1.5 times total head. (The pipe shall be issued free of cost at divisional store. However MS flanges will be provided by the firm)

i) Suction Pipe 80 mm dia.

ii) Delivery Pipe 65 mm dia.

iii) Common Header 80 mm dia. and will extend upto 5 metres from the outer wall of the pump house in the direction of Rising main of 65 mm dia to be joined.

Providing and laying 3 core copper PVC Insulated armoured power cable(One cable carrying all the three phases) of suitable size and capacity to motors and all other elelctrical equipments as per IS: 1554(P-I)1988 or latest with upto date amendments of Seimen/Gloster/IEC/ICC/EICO/ National /Grandlay make including all other accessories such as thimble, flelxible pipes, solder, nuts & bolts, cable glands etc. laid in pipes or trenches under floor. 2x4.00 mm Sq

Armoured Power Cable (A) Motor side (From Switch to Starter & Starter to motor) i) Size2x4.00 mm2 ii) Make iii)Type iv) Capacity v) Core 3

(B) Supply Side (From meter of HPSEB to Bus Bar & Switch) i) Size 2x6.00 mm2 ii) Make iii) Type iv) Capacity v) Core 3

Providing and fixing double loop earthing with Copper wire/plate 600 mm x 600mm x3.15mm thick electrode complete with material such as thimble, Nuts & Bolts charcoal, salt as per IS:3043-1987 with upto date amenments GI plate & strip of suitable size for motors and other electrical equipments and digging ofpits etc. complete in all respect as per the direction of the Engineer-in-Charge. GI wire SWG-8

Pawan Kumar Sharma (BID ID -450005)

Vivek Dhiman (BID ID -450082)

Mr. Sanjeev Kumar (BID ID -449595)

Gaurav Thakur (BID ID -449756)