Providing LIS Koulanwala Bhood in Tehsil Nahan Distt. Sirmour HP

Amount

Excavation in foundation trenches etc. ( for pipes and pits ) upto all depths in all classification of earthwork such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling where the blasting is prohibited in all lifts including trimming & dressing of sides, leveling of beds to correct grade including shoring/struting, planking, timbering & dewatering wherever required stacking the useable/unuseable material/soil in trenches 15 cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unuseable material as directed with in all leads & lifts including restoration of un-metalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with-in all leads & lifts as per directions of the Engineer Incharge

Providing, laying, jointing and testing and commissioning at site in trenches of galvanized API pipe bevelled ended IS/ISO 3183-2007 pipe conforming to IS / ISO 3183-2007 with latest uptodate ammendments having wall thickness as mentioned below and capable of withstanding required test pressure as prescribed in BIS code , in Grade in a random length of 5.5 to 6.5 mtrs. The pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable ends with upto date amendments (leak proof) in three layers at site of work with welding rods of Advani/ oeriliken make /ISI marked ( welded rods 3mm to 4 mm ) and all allied accessorieswhatever required for welding at site, including special short pieces , reduces, tail piecess, tee bends & other special manufactured from parent pipes as applicable to the particular each and of approved specification as per site condition. 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 laying of pipe shall include all operation such as cutting , welding , jointing , providing and fixing of MS flanges, fabrication of bends, tees, valves etc. including lowering and laying of excavated trenches to ensure required level including flushing , cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer Incharge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe . The pipe shall have zinc coating inside & outside confirming to IS-4736-1986 or latest with upto date ammendment & shall be engaged with API X-42 . The laying shall confirm to BIS 5822-970 or latest with upto date amendments to the entire satisfaction of Engineer -In- Charge. ( Earth work & cost of MS Flanges after 100 meter length shall be measured & paid for separately. ) including all leads , lifts and carriage of material at site as per direction and to the entire satisfaction of the Engineer- In - charge.

Sr No From To Length Wall thickness F/table Eco dia Length of pipe Grade

1. 0- 1140 1140mts. 4.8mm 5 300mm 1140 mts X42- or L-290

Providing welding and fixing M.S plate flanges at every fifth joints conforming to following flanges Table conforming to IS 6392-1971 or latest with upto date amendments and welding with MSERW pipes in two layers on both faces to make the joint leak proof ( The cost of providing and laying of MSERW pipes to be measured and paid seperately ) The welding of flanges should conform to IS 816-1969 with electrode as per IS 814-1991 and required number of nuts and bolts conforming to IS 1364. The thickness of gasket not leess than 3.00mm conforming to IS 2712-1998. The work shall be done as per the entire satisifaction of Engineer Incharge within all leads and lifts.

Sr No From To Length Wall thickness F/table Eco dia Length of pipe

1. 210-1140 930mts 4.8mm 5 300mm 930mts

2. 0-210 210mts 4.8mm 5 300mm 210mts

Providing and fixing double flanged cast steel non return valve of following dias and of Kirloskar/ Leader make as per BS 1868/API 600 with upto date ammendments. The Non return valve shall be jointed to the pipe line with flanged joint with table-5 flanges welded wiht pipe line including cost of nuts, bolts and gaskets complete. The installation of non return valve shall be preceded and lowest point by a scouring arrangement having tee jointing of pipes of similar thickness as of rising main and 300mm dia cast steel sluice valve of Leader/Kirloskar make as per BS ( 1414/API-600) ot with stand the presssure 300mm dia pipe line complete. Cost of scouring arrangement shall be included in this item .

Pumping Machinery

Supply, erection, testing & commissioning of horizontal spindle,horizontal split casing,radial split Single,/Multistages centrifugal pumps of KSB / BS/ Johston/ Worthington/ Sabar/ Oswal motor conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 make to handle clear water, having characteristics as mentioned below in Item No. 9(A), with impelleres,casing ring, priming funnels & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate of cast steel /Mild steel to BHEL /Kirlokar/ NGEF/ Crompton / Siemen/Jyoti /GEC make slip ring /squirrel cage screen protected drip proof induction electric motor suitable for operation on the data given below i/c the cost of all the accessories in all leads and lifts & carriage of material at the site as per directions of Engineer-in-charge.

Total Head:- 103.79 mtrs

Capacity of pump{two Pump will run and one will acts as standbye}:- 78.30 LPS

Dia of R/Main:- 300mm dia

Length of R/main:- 1140 mtrs

Pumping hours:- 20 Hours

Static head:- 93.5 mtrs

HP:- 2x100= 200 HP

Providing and fixing of Auto control panel with push button star delta starter ( 2 Nos ) for submersible pumps of L&T and reputed make fabricated with M.S sheet and Angle stand duly painted and complete with internal wiring ,comprising of main switch of suitable Amp. T.P. Volt meter, ammeter,hour run meter, phase indicating lamps with GSM based , Remote start/stop operation call/SMS for feedback regarding running of pumps & breakdown message, timer scheduling for fixed hours in a day,Inbuilt protection against overload/undervoltage,Dry run,single phase preventor,Inbuilt GPS tracker,phase reversal configurable volt/current limits with a facility to access the system through minimum 10 Nos. authenticated mobile Nos. complete in all respect, including entire carriage of materials upto all leads and lifts,installation and testing at site with entire satisfaction of Engineer-in-charge. ( all meters to be installed shall be digital ).

Supply &fixing at site of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/KSB make of Cast iron double flanged motorized sluice valve comparatable with automation having size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentionmed in item No.5(a)+surge pressure & conforming to BIS-standards with up to date ammendments for delivery line of pump. Class PN 1.6.

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make of suitable size cast iron double flanged swing check type reflux valve compatable with automation for delivery line of pump having bye pass arrangement & size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentionmed in item No. .5(a)+surge pressure & conforming to BIS standards with up to date ammendments for delivery line of pump class PN 1.6.

Supply & fixing at site of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/Pelicon make of suitable size Cast iron double flanged swing check type reflux valve Complatable with automation conirming to BIS / standard with up to date ammendments for R/main as mentioned in item No.5(c) for withstanding nominal seat pressure as per item No..5(a)+surge pressure.The size of reflux valve shall be equal to size of Rising main of the same shall be provided with suitable bye pass arrangements. Class PN 1.6.

Supply of Kirloskar/Jyoti/Standard/Kilburn make cast iron flanged/screwed type Sluice valve (In case no suction lift is involved) for suction pipe having size one or two size larger than suction size of pump such that valocity of flow is not more than 3.00 mtr/sec. with strainer of dia equal three to four times of dia of suction pipe conforming to BIS 4038-1986 or latest with up to date ammendments , class CI PN-1.6.

Supply of 100mm dia circular dial pressure gauge of suitable range & standard make such as Fiebeg/Bourden/ Precision/PREGA with all accessories such as stop cock,copper tubing etc.conforming to BIS 3624-1987 or latest with up to date ammendments.

P/L suitable size copper PVC insulated armoured power three & half core cable conforming to BIS 1554 (Part I) -1988 or latest with up to date ammendments of Siemen/Gloster/ ICC/EICO /National /IEC /Marathon known as GEC make from meter of HPSEB to circuit breaker & from circuit breaker to bus bar switch & starter (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 case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.

P/L suitable size copper PVC insulated armoured power three core cable conforming to BIS 1554 (part I)-1988 or latest with up to date ammendments of Siemen/ Gloster /ICC/ EICO/National / IEC make from switch to starter & starter to motor (one cable carrying all three phases) including all other electrical equipment /accesories such as thimbles,flexible pipes, 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 case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.

P/L double loop earthing with G.I. pipes, strips and G.I. plates 600x600x3mm thick electrode complete with material such as charcoal, common salt ,GI pipes,thimbles,nuts & bolts,digging of pits,GI wiring & 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendments suitable for above motors & other electrical equipments.

Supply & errection of floor/wall mounted power factor shunt capacitor of suitable KVAR conforming to BIS 2834-1986 or latest with upto date ammendments of BHEL/GEC/Machneil/ Mager/Bajaj/L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually,of required KVAR according to HP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including L&T//Kilburn/Standard/Siemen/Havells make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer).

P/F double flanged suction, delivery pipe & common header considering site requirements, NPSH required & available & common header having area equal to two times the area of delivery branch of pump including tapers,flanges,rubber gaskets 3mm thick as per BIS-2712-1978 nuts & bolts as per 1364-1983 & special up to 5 mtrs. away from the outer wall of pump house as per layout drawings approved by Engineer-in-Charge. The pipes shall be capable of withstanding 1.5 times the total presure indicated in item no. 9 (E)-(ii). The size of suction pipe shall be one or two sizes larger than the suction size of pump such that valocity of flow in suction pipe is not more than 3.00 mtr/sec & delivery pipe shall be of size one size larger than nominal delivery size of pump.

NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge

Excavation in foundation & plinth in earth work in all kinds of soil containing spade work, blasting work, jumper work including decomposed soft and hard rock etc. with all lifts stacking the excavated soil not mote than 3 m trs clear from the edge of the excavation and then returning the stacked soil in 15cm layer when required into plinth side of watering and then disposing of all surplus excavated earth with in all leads, lifts foundation etc. consolidating each deposited layer by ramming and complete in all respects and as directed by the Engineer Incharge.

Providing and laying cement concrete 1:4:8 (1cement:4app.sand:8app. graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and laying cement concrete 1:1 ½:3(1cement:1½app.sand:3app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..

Providing and laying cement concrete 1:1 ½:3(1cement:1½app.sand:3app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforced for reinfoece concrete work in wall(any thickness not less than 0.1m thickness) attahced pillaster buttresses, plinth and string courses etc. from top of foundation level upto floor two level,including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30X30X5mm . So as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in, including all leads, lifts for insitu-reinforced concrete and plain concrete work in, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

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

b)Flat surface such as soffits of suspended floors, roofs,landings and the like floors etc.in all thickness.

Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1cement : 3sand ) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and laying reinforced cement concrete work 1:2:4(1cement:2 pp.sand: 4app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for RCC work in including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

a)Suspended floors roofs, landings shelves and their supports balconies beams,girders bressumers and cantilevers upto floor two level in all height and depth

b) Arches upto floor two level

Providing tor steel reinforcement for RCC work including banding, binding and placing in polsition complete upto floor two lelvel including all leads, and carriage of material at site and as directed by the Engineer Incharge.including cost of binding wires.

Steel work in single section trusses and framed work including cutting, hoisting, fixing in position and applying and priming coat of red lead paint in gratings, framed guard bars, ladders, railings , brackets and similar work. including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Laying and jointing in trenches galvanised mild steel tube (light grade) (earth work to be measured and paid for seperately) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

250mm dia.

Providing and fixing C.I. sluice valve (with hand wheel ) as per IS 780-1984 class-I upto 300mm dia including brass spindle and as pe 2906-1984 class- II for dia 300mm ) complete with bolts , nuts, rubber insertion etc., the tail piece if required shall be measured and paid for seperately ), including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

250mm dia.

Construction chamber for sluice avle with C.I. surface box 100mm top diameter , 160 mm bottom dia and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1cement :2sand:4 graded stone aggregate 20mm nominal size)100mm thick foundation concrete 1:5:10 (1cement :5sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3(1cement : 3sand) finished wiht a floating coat of neat cement including curing complete 600mmx600mmx750mm inside size ( with 150mm thick walls of RCC 1:2:4 (1cement :2sand: 4 graded stone agg . 20mm nominal size) complete with form work and refinforcement wiht 6mm bars at not exceeding 150mm centres both ways).

Providing and fixing cast iron cover with frames for man holes of size 500mm intenal dia metre C.I. Cover (Medium) duty the weight of cover to be not less than 58Kg I/c all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and laying cement concrete 1:6:12 (1cement:6app.sand:12app. graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Ist class Brick work using common burnt clay building brick in foundation and plinth in cement mortar 1:6 (1cement :6sand ) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..

Providing and laying reinforced cement concrete work 1:2:4 (1cement: 2app.sand: 4app. graded stone aggregate 20mm nominal size and curing complete excluding cost of form work and reinforcement for concrete work in foundation , footings bases of columns and the like and mass concrete , including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Applying coat of hot bitumen(mexphlat 80/100 or equipment using 1.70Kg per square metre on damp proof, course after cleaning the surface with a cloth lightly socked in Kerosine oil, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Ist class Brick work using common burnt clay building brick in super structure in all heights and depth in cement mortar 1:6 (1cement :6sand ) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..

15mm cement plaster in single coat rough side of brick /stone masonary for interior plastering upto floor two level including arrises, internal rounded angles,chamfers and/or rounded angles not exceeding 80-mm in girth and finished even and smooth in cement mortar 1:4 (1cement:4app.sand) including all leads,lifts and carriage of material at site and as directed by the Engineer Incharge.

15mm cement plaster in single coat in fair side of brick /stone masonary for interior plastering upto floor two level including arrises, internal rounded angles,chamfers and/or rounded angles not exceeding 80-mm in girth and finished even and smooth in cement mortar 1:4 (1cement:4app.sand) including all leads,lifts and carriage of material at site and as directed by the Engineer Incharge.

P/F pressed steel door frames manufactured from commerical MS sheets of 1.25mm thickness including hinges, jump loack jamb, bead and if required angles threshold of thickness including hinges, jump loack jamb, bead and if required angles threshold of MS angle 50X25mm or base tie of 1.25mm pressed Ms welded or rigidly fixed together by mechnical menas, adjustable lugs with split and tails to each jamp including steel butt hinges 2.5mm thick with guards, lock strike plate and shock as specified as directed by the Engineer Incharge.

Profile "A"

Profile "B".

Providing and fixing 1mm thick M.S. sheet garrage door with frame of (40x40x6mm) angle iron 3.15 mm M.S. gussest plates at the junctions and corner all necessary fittings complete including applying a priming cost of red lead paint, including all leads, lifts and carriag of material at site and as directed by the Engineer Incharge. (using M.S angle 40x40x6mm for diagonal braces).

Filling in plinth withy sand under floors including watering ramming consolidating and dressing complete, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge..

Providing and fixing 10mm thick anti skid water proof stain and impect 600x600x10mm manufactured of approved shade and colour in flooring, treads of stesp and landigns laid over 12mm thick cement mortar 1:3 ( 1cement : 3sand ) jointed with cement slurry mixed with pigment to match the shade of tiles as required complete , including all leads, lifts and carriag of material at site and as directed by the Engineer Incharge.

P/F on wall face cast iron water pipe 100mm dia including fitting and joints with spun year and cement mortar 1:2 (1cemernt : 2sand ) , including all leads, lifts and carriag of material at site and as directed by the Engineer Incharge.

Finishing with water proofing cement paint of approved brand and manufacture and of required shade of undecorated wall surface ( two coats) to give and even shade after thoroughtly brushing the surface to remove all dirt and remains of all dirt and remains of loose powdered material, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing plinth protection 50mm thick in cement concrete 1:3:6)1cement:3sand:6graded stone agg.20mm nominal size) including finishing the top surface of concrete smooth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Painting two coat( excluding priming coat) on previously painted steel and steel based surface with enamel paint to give an even shade including cleaning the surface of all dirt , dust and other foreign matter , enamel paint other than white, including all leads, lifts and carriage of mateial at site and as directed by the Engineer Incharge.

Providing and fixing tower bolts aluminium ( barrel type ) anodized transparent or dyed to required shade and colours screws complete , inclduing all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

100x10mm dia.

Providing and fixing MS fan clampe type -1 of 16mm dia MS bar bent to shape with hooked ends in RCC during laying including printing the expossed protion of loope , all as per standard desing complete, , inclduing all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Steel work in single section trusses and framed work including cutting, hoisting, fixing in position and applying and priming coat of red lead paint in gratings, framed guard bars, ladders, railings , brackets and similar work. including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and fixing MS grills of required pattern in wooden frames/pressed ,steel frame with MS flat square/round bars 12mm dia with round headed bolts and nuts or by screws. Plain Grill, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and fixing PVC water storage tank of ISI 12701 marked , G.I. inlet and outlet connections, 15mm nominal bore ball valve and mosquito proof PVC cover with locking arrangement and all fittings including hoisting upto all height above ground level 500 lit net. capacity 3 layer wiht 7 year gurantee , including providing pads for tank and all fittings such as union, socket, nipple and bib cock etc. with stand and all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and fixing viterous chain wash down water closet squatting pan ( Indian type WC Pan ) size 580mm ( earth work bed concrete foot rest and tap should be measured and paid for seperately ( Orissa pattern ) ,including all leads, lifts and carriage of mateial at site and as directed by the Engineer Incharge.

Providing and fixing PTMT coloured /white high density polyethylene/poly propylene 10 lit cap. (full flush) European standard control low level flushing cistern with fitting s with a pair of c.I. or M.s. brackets complete with fitting such as lead valve less syphon, 15mm nominal size brass ball valve with polythene float, C.P. bras handle, unkon and couplings for connection of inlet and outlet and over flow pipe 40mm dia C.P. flush bend including cutting holes in walls andmaking good the same and connecting the flush bend with the cistern and closet (over flow pipe to be measued and paid for seperately ) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing Laying and jointing High Pressure PVC spigot and socket wasted ventilating pipes ISI marked including fixing with approved adhesive etc. complete 110mm dia all leads and lifts

Providing and fixing PVC "P" or "S" trap for water closet ( squating Pan) ISI mark including jointing the trap with then pan and PVC pipe with approved adhesive etc. complete 110mm dia , including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and fixing brass bib tap of approved make and relevent ISS complete in all respects including of all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

15mm dia

Fixing to wall ceiling and floor galvanished mild steel tubes of ( light grade) tube fitting and clamps including making good the wall ceiling and floor 15mm dia , including all leads, lifts and carriag of material at site and as directed by the Engineer Incharge.

Excavation in drains and channels etc.in earth work in all kinds of soil such as Kankar Moorum,Shingles, Conglomerate saturated soil decomposed or soft rock & hard rock by blasting including dressing of sides and beds,disposing of excavated earth with all leads, lifts disposed earth to be levelled and neatly dressed and returning the stacked soil into foundation and trenches etc. including ramming and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge.

Laying and jointing high density polythene pipe for use for buried water main and survicese and for water supply above ground both inside and out side building duly ISI marked ( IS 4984-1995 as ammended upto date ) of PE 63 of Pressure PN 4 of following dia metre complete in all respects.

( PN 4 Grade -63) 250mm dia.

Providing and fixing Alfa valve of reputed and approved make like Kirloskar / Kilburn/ IVC/ leader etc on distribution system of conforming to IS 780-1984 with latest ammendments of appropriate class dia meters and capable to withstand the requisite nominal seat pressure including testing and upto entire satisfaction of the Engineer Incharge .

SANDEEP RATHAUR

akash

Surjeet Singh Thakur

HYDRAULIC ENGINEERING COMPANY

M/S Sharma Enterpirses

MS Kamal Dev Sharma