Providing LWSS to PC habitation in Chandi area from Gambar khad in Tehsil Kasauli Distt. Solan (HP)

Amount

Excavation in foundation, trenches etc. for pipes and pits upto all depths including shoring ,struting and timbering in all kinds of soil such as spade work, pick work, jumper work, blasting work,kankar, mooram singles including decomposed in soft /hard work ,wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the water or bailing out water or Pumping out water by cutting in slopes where ever required, in rocky portion suitable anchorage shall be provided (anchorage will be paid separately) and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soils in 15 cm (fifteen centi meter) layer when required into sides of trenches and above the laid pipes etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and lifts . After disposal ,the surface shall be neatly dressed and leveled to its original shape complete in all respect as per direction of Engineer in charge.

Earth work in foundation for digging well in dry excavation from ground level upto the level where wall curb is placed including depositing soils in 20 meters radius and filing space out side the well after completion (in all kinds of soil including all leads and lifts complete in all respect as per direction of Engineer in charge.

Wet well sinking in gravel including all pumping shoring etc. within all leads and lifts complete in all respect.

From surface level to 3 metres below S.L.

Exceeding 3.00 meters but upto 6.00 meters below S.L.

Exceeding 6.00 meters but upto 9.00 meters below S.L.

Lowering steel well curb in the pit and assembling in position including all leads and lifts complete in all respect.

When depth is upto 3.00 meters from ground level including all leads and lifts complete in all respect.

When depth is ,more than 3.00 meters from Ground level including all leads and lifts complete in all respect.

Steel work welded in built up sections, trusses and framed work including cutting, hoisting and fixing in position and applying a priming coat of red paint :-

In Beams joints channels, angles tees, flats with connection plates or angle cleats as in main and cross beams, hip and jack rafters,purlins connected to common rafters and the like including all leads and lifts complete in all respect.

In grating framed guard bars, ladders railing, brackets and similar works including all leads and lifts complete in all respect,.

Random rubble masonry/ polygonal rubble masonry(Uncorsed/brought to courses) with hard stone of approved quality in foundation & plinth including levelling up with cement concrete 1:6:12(1Cement: 6 Sand) i/c carriage of materials upto all leads and lifts complete in all respects.

Providing and laying cement concrete work 1:1 ½ :3 (1 Cement :1 ½ Sand : 3 graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-

Walls any thickness (but not less than 0.10meter thickness) including attached pilasters,buttresses plinth and string courses etc. from top of foundation(level) upto floor two level including all leads and lifts etc.complete in all respects

Side of beams , beam haunchings, cantilivers, lintels etc.

columns, pillars, posts and struts upto floor two level including all leads and lifts complete in all respect.

Providing and laying no fine concrete 1:4(1 Cement :4 stone aggregate 40mm nominal size) and curing complete in foundation and plinth excluding cost of form work within all leads and lifts complete in all respect.

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

Foundation ,footings,basis of columns etc. and mass concrete including all leads and lifts complete in all respect.

Edges of slab including all leads and lifts complete in all respects

Flat surfaces such as soffits of suspended floors,roofs,landings and the like floors etc. upto 200mm in thickness including all leads and lifts etc.complete in all respects.

Sides of beams, beam haunchings, cantilevers,bressumers and lintels etc. including all leads and lifts complete in all respect

Vertical surfaces such as walls(any thickness )partition and the like including attached pillasters, buttresses plinth and string courses and like including all leads and lifts etc. complete in all respects.

columns, pillars,posts and strutus square,rectangular or polygonal in plan including all leads and lifts complete in all respect

Beams, cantilevers,girders and lintels sides and soffits of beams, beam haunchings, cantilevers,bressumers and lintels not exceeding 1.00 meters in depth r including all leads and lifts complete in all respect

Slopping or battering surfaces including folded plates where inclination to horizontal does not exceed 30 degree including all leads and lifts complete in all respect

Stair cases with sloping or stepped soffits excluding landings including all leads and lifts complete in all respect

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level including cost of binding wires and carriage of materials upto all leads and lifts complete in all respects.

Providing and fixing 200mm wide cast iron rungs with chequarred ribbed non slipsurface including fixing man holes with 200x200mmx100mm cement concrete 1:3:6(1 Cement :3 Sand: 6 graded stone aggregate 20mm nominal size within all carriage of materials upto all leads and lifts complete in all respect.

Square rubble masonary coursed with hard stone of approved quality in foundation and plinth including raking out joints in cement mortar 1:4(1 Cement :4 Sand)including all carriage of materials upto all leads and lifts complete in all respect.

Supplying and fixing woven plain G.I. fencing of mesh 50 to 150 mm to any type of standard rails straining bolts etc. including provision of binding wire strabler etc. including all carriage of materials upto all leads and lifts complete in all respect.

Providing Corrugated G.I. sheet roofing fixed with galvanized iron J or L hooks bolts and nuts 8mm dia metres with bitumen and G.I. limpet washers filled white lead complete excluding the cost of purlins rafters and trusses complete 0.63mm thick sheet i/c all leads and lifts complete in all respect.

Providing ridges or hips 60cm over all in plain with pre painted G.I. sheet fixed with J or L hooks bolts and nuts 8mm dia G.I. limpet and bitumen washers complete 0.63mm thick sheet including all leads and lifts complete in all respect.

Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint brushing to gtive an even shade including cleaning the surface all dirt,dust and other foreign matter with ready mixed paint other then white including all leads and lifts complete in all respect.

20mm cement concrete topping 1:2 to 3 and (1 cement :2 to 3 stones aggregate of size 4.75 mm and below, by volume) laid over and finished monolithic with base concrete within all leads and lits complete in all respect.

Applying mode rent solution on new G.I. sheet for preparation of surface for painting 5 Ltr. 100Sqf of surface and rubbring the solution with brush i/c throughly brushing cleaning of all dirt dust and all oil, grease etc. with in all leads and lifts complete in all respects.

10mm cement plastering in single coat on fiar side of brick/concretre wall for internal 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 1:3(1 Cement :3 Sand) including all leads and lifts complete in all respects.

Boulder filling behind retaining wall and create wall and arround the percolation well within all leads and lifts complete in all respect.

Stone pitchining properly hard packed filling interstices with spalls stone earth etc. complete in all respects. Horizontal

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 all carriage of materials upto all leads and lifts completein all respect.

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

Foundation ,footing,bases of columns and the like and mass concrete including all leads and lifts complete in all respect.

walls(any thickness but not less than 0.10 meters thickness) attached pilasters ,buttresses, plinth and string courses etc. from top of foundation level upto floor two level including all leads and lifts complete in all respect.

Flat surface such as soffits of suspended floors,roofs,landings and the like floors etc. upto 200mm in thickness including all leads and lifts etc.complete in all respects.

Arches upto floor two level beyond 6.00 meters including all leads and lifts complete in all respect.

Prov.form work of ordinary timber plankings so as to give a rough finish i/c centring, shuttering,strutting & propping etc. ht.of propping & centring below supporting floor to ceiling not exceeding 4 mts. & removal of the same for insitu-reinforced concrete & plain concrete work in :-

Arches beyond 6.00 mtr. Span i/c carriage of materials up to all leads and lifts

Providing RCC work smooth finishing of the exposed surface with cement mortor 1:3(1Cement:3Sand) including carriage of materials upto all leads and lifts complete in all respects.

Laying and jointing in trenches GMS Tubes tube fitting (Earth work in trenches to be measured and paid for separately)including all leads and lifts complete in all respect.

80 mm dia. ( light class)

Providing and fixing CI Sluice valve (with hand wheel) as per IS:780- 1984 class -I upto 300mm dia(i/c brass spindle & as per 2906- 1984 class-II for dia > 300mm) complete with bolts, nuts rubber insertion etc. (the tail piece if required shall be measured & paid for separatly).

80mm 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) 100mm thick foundation concrete 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 cement i/c curing complete. 600 x 600 x 750 mm inside size With 150 mm thick walls of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways.

Providing and fixing SFRC Man hole cover with frame having frames size of 560 mm internal dia.( Light duty) including carriage of materials upto all leads and lifts complete in all respects.

Providing and laying cement concrete 1:4:8(1 Cement :4Sand : 8 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work in foundation and plinth including all carriage of materials upto all leads and lifts complete in all respect.

Providing and laying cement concrete 1:6:12(1 Cement :6 Sand : 12 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work in foundation and plinth including all carriage of materials upto all leads and lifts complete in all respect.

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

Foundation,footings and bases of columns etc. including all leads and lifts complete in all respect.

In columns, pillars,posts and strutus square, rectangular or polygonal in plan including all leads and lifts complete in all respect

Suspended floors, roofs,landings,shelves and their supports,balconies,beams, and girders,bressumers and cantilevers upto floor two level including all leads and lifts etc.complete in all respects.

Vertical surfaces such as walls(any thickness )partition and the like including attached pillasters, buttresses plinth and string courses and like including all leads and lifts etc. complete in all respects.

Stair cases (except spiral stair cases) excluding landing i/c preparation of surface including carriage of materials up to all leads and lifts complete in all respects.with sloping or stepped soffits excluding landings including all leads and lifts complete in all respect

Half brick masonry in common burnt clay building bricks in Cement motor 1:4(1 Cement 4 sand) including all leads and lifts complete in all respect. 2nd class bricks.

Providing and fixing pressed steel door,frames , manufactured from commercial mild steel sheet of 1.25mm thickness including hinges jamb block jamb,beed and if required angles threshold of mild steel angles of section 50x25mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means adjustable lugs with split and tails to each jamb including steel but things 2.5mm thick with guards lock strike plate and shock as specified and applying a coat of applying steel primer after pretreatment of the surfaces directly by the Engineer in charge.

Profile - A

Profile - B

Profile - C

Providing and fixing panelled and glazed shutters for doors windows and clearestory windows including black enameled iron butt hinges with necessary screws 40mm thick 2nd class deodar wood including all leads and lifts complete in all respect.

Providing and fixing wire gauge shutters using galvanised MS wire gauge of IS gauge designation 85 G with wire of dia 0.56 mm for doors windows clerestory windows including bright finished black enameled iron hinges with necessary screws 40mm thick 2nd class deodar wood including all leads and lifts complete in all respect.

15mm thick cement plaster in single coat on rough side of brick/stone /concrete walls for interior plastering upto floor two level including arrises, internal rounded angles,chamfers and /or rounded angles not eexceeding 80mm in girth and finished even and smooth in Cement mortor 1:6(1 Cement :6 Sand) including carriage of materials upto all leads and lifts complete in all respects.

20mm cement plaster in single coat on the 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 motar 1:6(1 Cement : 6 Sand)lincluding all leads and lifts complete in all respect.

6mm cement plaster to ceiling In Cement mortor 1:3(1 Cement :3 Sand) including all leads and lifts complete in all respect.

White washing with lime on undecorated wall surfaces (two coats) to give an even shade including thoroughly brooming the surface to remove all dust dirt and other foreign matter complete in all respect.

Distempering(two coats) with oil bond washable distemper of approved brand and manufacture and of required shade or undecorated wall surface to given 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 including all leads and lifts complete in all respect.

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.

Pre cast terrazzo tiles 20mm thick (with marble chips of specified size laid in floor treads of steps and landing on a bed of 10mm average thickness cement mortar 1:6(1 Cement :6 Sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles(where ever required) silvery grey including rubbing and polishing complete in all leads and lifts complete in all respect.

In treads of steps and landing complete in all respect.

In Skirting & riser ofsteps and dado in C.M 1:3 (1Cement : 3 Sand) jointed with white sulary, selvary .

Applying priming coat over new wood and wood base surfaces after and including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter, sand papering and knotting etc.. With ready mixed paint brushing wood primer pink including all leads and lifts complete.

Painting two coat (excluding priming coat) on new wood and wood based surface with enamel paint brush in to give and even shade including cleaning the surface of all dirt,dust and other foreign matter sand papering and stopping etc. with enamal paint other than white including all leads and lifts complete in all respect.

Providing and fixing of M.S. grill of required pattern in wooden frame of window etc. with MS rounded headed bolts and nuts and screws plain grill including all leads and lifts complete in all respect.

Stone soling properly hand packed filling interstices with spalls and consolidating with power road roller to the required gradient and camber including sperading watering and rolling of binding materials moorum or earth etc. 100mm spread thickness (finished work including materials and labour) as directed by thee Engineer- in Charge with in all leads and lifts complete in all respects.

Providing and fixing anodized aluminum sliding door bolts with nuts and screws 250 x 16mmcomplete in all respect.

Providing and fixing anodized aluminum tower bolts barrel type with screws etc. complete in all respect.

200mm x 10mm

Providing and fixing anodized aluminum handles complete in all respect.

Providing and fixing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dia meters bolts nuts and wooden plug and embedding in cement concrete block 30x10x15cm 1:3:6(1 Cement :3 Sand: 6 graded stone aggregate 20mm nominal size) within all leads and lifts as directed by the Engineer in charge .

Providing plinth protection 50mm thick in cement concrete 1:3:6(1 Cement :3 Sand: 6 graded stone aggregate 20mm nominal size) including all leads and lifts complete in all respect.

Providing and fixing brick tiles over mumty roofs grouted with cement mortar 1:3 over a 12mm layer of cement mortar 1:3 and finished neatly ,within all leads and lifts and as directed by the Engineer in charge complete in all respect.

Providing and fixing of finalax pipe 40mm dia under floor(for connection cables)including all fitting i.e. elbows,sockets etc.complete in all respect.

RISING MAIN RAW WATER STAGE Laying and jointing in trenches galvanised mild steel tube (Medium grade) of following diameters conforming to IS-1239 as specified below jointed with butt welding according to relevant BIS code 816-1969 including all short pieces bends,tee and other specials etc. made from parent tubes as applicable for the particular reach and of approved specifications as per site conditions including flushing, cleaning and hydraulic testing complete to the best satisfaction of the Engineer-in-charge. The laying of pipes should conform to BIS code 5822-1970 within all leads and lifts complete in all respect. RDs Length Dia of Class of Wall thickness Weight Flange Table From to pipe pipe in mm

0 - 40 40 80 mm ( G.I .M.G) 4.00 8.38kg/m 5

RISING MAIN FOR 1st STAGE Providing, laying, & commissioning at site in trenches to be beveled ended pipe conforming to IS/ISO:3183-2007 (Latest with up to date amendments) having minimum wall thickness as specified below & capable of withstanding required test pressure as prescribed in IS/ISO code, in random lengths of 5.5 to 6.5 mtr. The pipe ends shall be levelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest applicable and with uptodate ammendments (leak proof) in three layers at site of work with welded rods of Advani/oeriliken make/ISI marked (welded rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail pieces,tee bends & other special manufactured from parent pipes as applicable to the particular reach and of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement including carriage in all leads & lifts and as directed by the Engineer-In-Charge. The pipe shall have zinc coating inside & outside confirming to IS-4736-1986 or latest with upto date ammendments & shall be engraved with API 5L X-42. The laying shall confirm to BIS 5822-970 or latest with upto date ammendments to the entire satisfaction of Engineer-In-Charge. (Earth work & cost of MS Flanges after 100meter length shall be measured & paid for seperately.) including all leads, lifts and carriage of materials at site and as per direction and to the entire satisfaction of the Engineer-In-Charge. RDs Length Dia of Class of Wall thickness Weight Flange Table From to pipe pipe in mm

0-480 480 80 mm API 5L X-42 4.8 12.96kg/m. 34

480-2400 1920 80 mm API 5L X-42 4.8 12.96kg/m. 28

Laying and jointing in trenches galvanised mild steel tube (Medium grade) of following diameters conforming to IS-1239 as specified below jointed with butt welding according to relevant BIS code 816-1969 including all short pieces bends,tee and other specials etc. made from parent tubes as applicable for the particular reach and of approved specifications as per site conditions including flushing, cleaning and hydraulic testing complete to the best satisfaction of the Engineer-in-charge. The laying of pipes should conform to BIS code 5822-1970 within all leads and lifts complete in all respect. RDs Length Dia of Class of Wall thickness Weight Flange Table From to pipe pipe in mm

2400-2880 480 80 mm (G.I. H.G) 4.00 8.38kg/m. 17

Laying and jointing in trenches galvanised mild steel tube (Heavy grade) of following diameters conforming to IS-1239 as specified below jointed with butt welding according to relevant BIS code 816-1969 including all short pieces bends,tee and other specials etc. made from parent tubes as applicable for the particular reach and of approved specifications as per site conditions including flushing, cleaning and hydraulic testing complete to the best satisfaction of the Engineer-in-charge. The laying of pipes should conform to BIS code 5822-1970 within all leads and lifts complete in all respect.80 mm dia. GI Medium class RDs Length Dia of Class of Wall thickness Weight Flange Table From to pipe pipe in mm

2880-3360 480 80 (G.I. M.G) 4.00 8.38kg/m. 17

3360-4150 790 80 (G.I. M.G) 4.00 8.38kg/m. 5

Providing, welding and fixing M.S. plate flanges of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date amendments to MSERW / GI pipe after every 100 mtr. pipe or as per site requirement including cutting of of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relevant I.S. Code i.e. IS 816-1969 or latest as applicable with up to date amendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date amendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorrosive paints complete in all respect in all leads, lifts and carriage of material at site and as directed by the Engineer in charge. RDs Length Dia of Class of Wall thickness Weight Flange Table From to pipe pipe in mm

RAW WATER STAGE 0- 40 40 80 mm 5

1ST STAGE 0-480 480 480 80mm 34

SUBMERSSIBLE PUMPING MACHINARY BOOSTER STAGE Providing and installing submersible pump confirming to ISS 8034-1976 alongwith directly coupled submersible type squirrel cage electric induction motor suitable for operation on 230volts, 1 Phase 50 C.P.S. A.C. supply ,water lubricated bearing and provided with pivoted segment type thrust bearings to with stand non vertical lead with minimum wear and tear and dully fitted with device to take upto the expansion of water with heating of motor complete in all respect including entire carriage of materials upto all leads and lifts . i) Discharge of Pump:- 3.51 LPS. ii) Static Head :- 24.00 M . iii)Total Head :- 27.90 M. iv) Dia :- 80mm v) Rising Main = 40 Rmt. Please see the specification and other terms and conditions of pumping mechinery with HP in PDF file attached

Supply and fixing PVC insulated copper submercible cable 2.5mm2 or suitable size and capacity to and all other electrical equipment as per IS 1553(P-1) 1988 or latest amendment of L&T and Havles make including all leads and lifts complete in all respects.

PUMPING MACHINARY MAIN STAGE Providing horizontal spindle horizontal split casing/end suctions (back full out arrangement) single/double/ multistage centrifugal pump or combination of pump in series of recommended make such as Mather and Platt/KSB/Kirloskar/Becon weir/BE/Jyoti as per IS-1520-1980 / IS 5659 - 1970 with up to date amendments, read with IS: 9137-1978 or latest edition suitable for lifting clear / raw water for under mentioned characteristics with bronze impellers/priming funnels, casing ring and shaft sleeves of bronze, shaft of steel grade EN-8 with cast iron casing coupled directly through a flexible coupling on a MS/Cast steel base plate ( base plate to be from the manufacturers of the pumping unit only) to Squirrel Cage / Slipring drip proof induction motor of standard make such as Kirloskar/Crompton/Bhel/NGEF/GEC/Siemen/Jyoti/ABB and suitable for operation on 400 (+)/-) 10% volts, 50 cycles/second, 3 phase AC electric supply. The power of electric motor should be at least 10% in excess of the maximum power required by the pump in the operation range of (+) 10% and (-) 25% of the duty point head. The motor should be as per IS: 325-1978 with up to date amendments read with IS: 900-1972. It should include cost of bearing nuts, bolts and pointing etc. and should meet the following requirements:- Please see the specification and other terms and conditions of pumping mechinery with HP in PDF file attached Discharge: 3.51 LPS Total head : 677.66 Mtr. (a) LWL in sump well (h) : 746.00 Mtr. (b) Shaft level : 746.50 Mtr. (c ) Level at discahrge point : 1372.00 Mtr. (d) Suction lift : +VE (e) Residual head : 3.00 Mtr. (f) Static head : 626.00 Mtr. (i) Rising Main : (a) Length : 4150 Mtr. (b) Dia. : 80mm dia API 5L X-42 (iv) Pumping Hours : 16 Hours (v) Altitude of installation above MSL : (vi) Characteristics of water : (a) Temperature: 0 C (b) Ambient temperature: 0 C (c ) Turbidity: (d) Alkalinity : (e) Size of the solids : mm (f) Other

Providing ICTP Main Switch with HRC fuses / Side handled operated Change over switch of L&T/Crompton/Standard/Havells make suitable capacity Operational rating as per IS: 4064 (Part - II) 1978 with up to date amendments immediately after the power meter of HPSEB

Providing M.S. sheet, steel fabricated floor mounted closed ( Almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6mm, duly painted, with steel sheet of 16 gauge comprising, capable of mounting the following accessories with all internal connections:-

A.C.B./ OCB of Kilburn/ Havell/MDS/Standard/ L&T/MEI/GEC 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 (Part - II) 1985 with up to date amendments with.

Earth leakage circuit breaker of Havell/MDS/INDETEC/kilburn/L&T/MEI/GEC make as per IS: 2516-1977 with upto date amendment which should have control box operating handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the circuit breaker for over current protection. The circuit should be equipped with magnet thermal release with metallic tape etc. It should also be lifted with earth fault for tripping of breaker on occurrence of earth fault on off breaker load side end.

The voltage monitor relay of L&T/AE make three phase with all protection and usual indicator and electric siren against single phasing low voltage, high voltage, reverse phasing, over loading and phase voltage difference as per IS: 1248 (Part - II ) 1983 ( Latest edition).

Power factor meter of AE/L&T Rishab make as per IS: 1248 (Part - V ) 1983 ( Latest edition with up to date amendments of suitable rating.

Frequency meter of AE/ L&T Rishab make as per IS: 1248 (Part - IV ) 1983 ( Latest edition) with up to date amendments of suitable rating.

Bus bar chamber with copper strips 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: 11354-1985 read with IS 5578-1985 with up to date amendments.

ICTP switches with HRC fuses of L&T/ Standard/Havells/Crompton/kilburn/Siemens make and of suitable capacity as per IS: 4064 (Part - II) -1978 with up to date amendments.

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

Capacitor of L&T/Bajaj/Assian/Crompton make as per IS:2834 -1986 with up to date amendments to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVAr rating according to HP offered including cables as per relevant ISI code ( of Siemens/Glocter/IEC make) from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per IS: 4064 (Part - II) 1978 with upto date amendments

Providing suitable oil immersed star delta/ direct on line/ Auto trasformer/ starter rotor starter of MEI/ Kilburn/ Jyoti/ L&T/ Siemens make as per IS: 8544 -1979 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.

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

Providing double flanged cast iron sluice valve of Leader/Bhel/Kirloskar/Kilburn/GLED/Fouress /Kartar make and of 80mm dia for the suction pipe and capable of with standing the normal seat pressure and as per IS 780-1984 with upto date amendments.

Providing double flanged cast steel class ASA 600 sluice valves of Leader/Bhel/Kirloskar/KilburnGLED/Fouress make and of 65 mm dia for the delivery line of pump and capable of with standing the normal seat pressure as per BS-1414 with upto date amendment.

Providing double flanged (swing type )cast steel class ASA-600 reflux valves of Leader /Bhel/Kirloskar/Kilburn/GLED/Fouress make and of 65mm dia having by pass arrangement on delivery line of the pump and capable of with standing normal seat pressure as per BS-1868(P-I) with up to date amendments.

Providing and fixing double flanged cast steel class ASA-600 reflux valves of LeaderBhel/Kirloskar/Kilburn /GLED/Fouress make and of 80 mm dia having bye pass arrangement for rising main and capable of with standing normal seat pressure as per BS-1868 (P-I)with upto date amendments.

a)Providing and fixing 100mm dia circular dial pressure gauge of fiebig/Bourden/Prega/Precision make complete with all accessories such as stop cock, copper tubing etc. as per IS 3624-1987 with up to date amendments complete in all respects.

b)Providing 100mm dia circular dial vaccume gauge of fiebig/Bourden/Prega precision make complete with all accessories such as stop cock copper tubing etc. as per IS 3624-1987 with up to date amendments.

Installation of all the items appearing at Serial No. 63 to 69 as per the systematic drawing attached with the tender documents ( Drg.No.1)

Providing and fixing double flanged MS/G.I. piping work layout to be approved by the Engineer-in-Charge for suction and delivery pipes suitable to pump(s) offered and common header as per the rising main respectively complete with all specials such as bends ,tees reducers/ increasers with companion flanges matching with the relevant specifications of the accessories as indicated in the drawing No.2 including rubber/asbestos gasket of minimum 3mm thickness as per IS 2712-1979 and required number of nuts and volts as per IS: 1364-1983. The pipes shall be as per relevant IS Code and to withstand 1.5 times total head stipulated under item No.1.The size of the various components to be as under:- (i) Suction pipe 80 mm dia (ii) Delivery pipe 65 mm dia (iii) Common Header 80 mm dia and will extend up to 5 meters from the outer wall of the pump house in the direction to be jointed.

Providing and laying copper PVC insulated armoured power cable ( one cable carrying all the three phases) of suitable size and capacity to and all other electrical equipments as per IS: 1554 (P-I)1988 or latest with upto date amendments of Siemens/ IEC/ICC/GICO/Grandly/National make including all other accessories such as thimbles, flexible, pipes solder, nuts and bolts, cable glands etc. laid in pipes or trenches under floor.

Providing and fixing double loop earthing and G.I. plate 600 mm x 600mm x 3mm thick electrode complete with material such as thimbles, nuts and bolts, charcoal and common salt 25mm x3 mm G.I. strips & G.I. wire as per IS: 3043 -1987 with up to date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect.

MNBN Enterprises

HYDRAULIC ENGINEERING COMPANY

Surjeet Singh Thakur

HILL CONSTRUCTION AND ENGINEERING CO. SOLAN