C/O LIS Uttamwala, Baraban, Bohlion and Jogiban in GP Satiwala in Tehsil Nahan Distt. Sirmour HP

Amount

Excavation in foundation for digging well in dry excavation from G.L.upto the level,where well curb is placed from natural surface to 1.50 metre depth.

Wet well sinking gravel including all pumping, soring etc.

From spring level to 3.00 m depth

From 3.00 m to 6.00 m depth.

From 6.00 m to 9.00 m depth.

From 9.00 m to 12.00 m depth.

Steel work in sigle section i/c cutting, hoisting & fixing in position etc.in RS joists,Channels,angles & tees etc.

P/L cement concrete1:2:4 (1Cement :2 Sand:4graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work and reinforcement etc in :-

Flat surfaces such as suspended floors, roofs,beams & girders

Columns,Pillars & Posts etc.

Providing & Laying no fine concrete 1:4 (1cement : 4 stone aggregate) complete in all respect

Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x mm,so as to give a fair finish i/c centring shuttering,strutting & propping etc.with wooden battens & ballies, ht.of propping & centring below supporting floor to ceiling not exceeding 4.00 mts.& removal of the same for in situ reinforced concrete & plain concrete work in :-

Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses,plinth & string courses & the like.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm in thickness.

Beams, cantilivers, girders and lintels, sides and soffits of beams, haunching, cantilivers, bressumers 1.00 mtrs in depth in all heaights from floors.

Providing Tor steel reinforcement for RCC work i/c bending, binding & placing complete upto floor two level.

Square rubble masonry with hard stone of approved quality i/c racking out of joints in foundation & plinth in CM 1:4 (1cement :4 sand)

Above NSL/GL

20mm cement plaster in single coat of rough sides of bricks/concrete /stone walls for interior plastering upto floor two level including arrises internal rounded angles chamfers and rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar1:3 (1cement: 3sand) in all leads and lifts.

P/L cement concrete1:3:6 (1Cement :3 Sand:6 graded stone aggregate 40 mm nominal size) & curing complete excluding the cost of form work in foundation & plinth.

Ist class Brick masonry using common burnt clay bricks in foundation & plinth in CM 1:4 (1cement : 4 sand)

Supplying and fixing MS ( man holes cover )with locking arrangement for frame of internal dimension 455x610 mm rectangular MS cover ( light duty) single seat the weight of cover to be not less 23 KG, I/c allleads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing 200mm wide C.I. rungs with chequered or ribbed non slip surface including fixing in structure with 200x200x100 cement concrete 1:3:6 ( 1cement : 3sand : 6 graded stone aggregate 20mm nominal isze ).

Boulder/Stone filling dry hand packed tightly complete under lean conrete to prevent the entry of surface water.

Submersible pumping Machinery Percolation well to sump well & Bore well to D/T

Supply, erection, testing & commissioning of submersible pumping set of reputed make KSB /BS/Johnston/ Worthington / Sabar/ Oswal conforming to latest relevent BIS code. The pump should be fitted with free flow impellers of bronze /suitable alloy as per BIS 5659 or latest with up to date ammendments suitable for raw/clear water having greased packed bearings & shell with wound stator on motor side & with shaft protection sleeve on pump side ensuring better life for shaft conforming to BIS specifications. The pump shall be directly coupled to a submersible squirrel cage electric induction motor of Kirloskar/NGEF/Jyoti / Crompton make conforming to relevent BIS code with up to date ammendments totally dust & water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber chamber & grease packed lubricated bearings & provided with stainless steel thrust bearing plate to withstand non vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor . The pump set should include water level guard, errection clamps, cable clips & depth gauge etc. & suitable for operation on data given below:-

Percolation Well-I 1X7.50HP

Total Head in mtrs (i/c depth of Column Pipe in case of T/well) : 14 mtr

Capacity (in LPS): 20.25 LPS

Dia of R/Main (in mm): 150mm

Length of R/Main (in rmt): 180Rmt

Percolation Well-II 1X 10HP

Total Head in mtrs (i/c depth of Column Pipe in case of T/well) : 16.50 Mtrs

Capacity (in LPS): 20.25 LPS

Dia of R/Main (in mm):- 150mm

Length of R/Main (in rmt):- 220 Rmt

Percolation Well-III 1X75HP

Total Head in mtrs (i/c depth of Column Pipe in case of T/well) : 137.50 Mtrs

Capacity (in LPS):- 18.60 LPS

Dia of R/Main (in mm):- 150mm

Length of R/Main (in rmt):- 650 Rmt

Bore well 1X17.5HP Bore well

Total Head in mtrs (i/c depth of Column Pipe in case of T/well) : 20.50 mtrs

Capacity (in LPS):- 4.939 LPS

Dia of R/Main (in mm):- 80mm

Length of R/Main (in rmt):- 450 Rmt

Percolation Well-I TO III & Bore Well

Providing and fixing of Auto control panel with push button star delta starter 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 work of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/KSB make of Cast steel /cast iron double flanged sluice valve having size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentionmed in item No. 13(a) + surge pressure & conforming to BIS-standards with up to date ammendments for delivery line of pump.The Class of valve shall be is as under:-

Percolation Well-I PN-1.6

Percolation Well-II PN-1.6

Percolation Well-III ASA 300

Bore well PN-1.6

Supply & fixing at site of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/KSB make of suitable size Cast steel double flanged swing check type reflux valve for delivery line of pump having bye pass arrangement & size one size larger than the nominal diameter of delivery size of pump and capable of withstanding nominal seat pressure as mentionmed in item No. 15(a) + surge pressure & conforming to BIS-standards with up to date ammendments for delivery line of pump .The Class of valve shall be 200mm Dia

Percolation well-I PN-1.6

Percolation well-II PN-1.6

Percolation well-III ASA 300

Borewell PN 1.6

Supply & fixing at site of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/KSB make of suitable size Cast steel/cast iron double flanged swing check type reflux valve confirming to BIS standard with up to date ammendments for R/main as mentioned in item No. 1( c) for withstanding nominal seat pressure as per item No.1(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. The Class of valve shall be & shall be various diameter as under:-

Percolation Well-I PN-1.6 150mm dia

Percolation Well-II PN-1.6 150mm dia

Percolation Well-III 150mm dia ASA 300

Bore well PN-1.6 80mm dia

P/L at site 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 make from meter of HPSEB to circuite breaker & from circuite 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.

Percolation Well-I three & half core cable 10mm2

Percolation Well-II three & half core cable 10mm2

Percolation Well-III three & half core cable 10mm2

Bore well three & half core cable 95mm2

P/L at site PVC jointless flat water proof cable as per BIS 694-1990 (latest with up to date ammendments) suitable for the pump sets offered from circuite breaker to motor & motor to starter including all other electrical equipments such as thimbles, flexible pipes, solder,nuts & bolts,cable glands etc. laid in pipes or trenches. 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.

Percolation Well-I

Percolation Well-II

Percolation Well-III

Bore well

P/L double loop earthing with copper plate 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.

Percolation Well-I TO III & Bore Well

Supply & errection of floor/wall mounted power factor shunt capacitor 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).

Percolation Well-I

Percolation Well-II

Percolation Well-III

Bore well

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.

Percolation Well-I TO III & Bore Well

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. 1 (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.

Percolation Well-I

Percolation Well-II

Percolation Well-III

Bore well

Errection of all equipment from as above including cost of tees, bens, tapers and any other fittings required as per site conditions and as per direction of the Engineer Incharge of all the parts.

Centrifugal pumping Machinery sump well to Bholion & Jogiban Side

Supply, erection, testing & commissioning of horizontal spindle,horizontal split casing,radial split Single,/Multistages centrifugal pumps of KSB/ Mather & Platt/ Jyoti/ Kiroskar /Beaconweir/ BS & BE make pump conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handle clear water, having characteristics as mentioned below in Item No. 2(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.

2 SET 30HP(Jogiban Side)

Total Head:- 177.50 mtrs

Capacity in LPS of each pump:- 6.75 LPS

Dia of R/Main:- 150mm dia

Length of Rising Main:- 2150 Rmt

2 set 40HP(Bohlion side)

Total Head:- 104 mtrs

Capacity in LPS of each pump:- 13.50 LPS

Dia of R/Main:- 200mm dia

Length of Rising Main:- 1050 Rmt

2 SET 30HP(Jogiban Side)&2 set 40HP(Bohlion side)

Providing and fixing of Auto control panel with push button 2 nos. star delta starter forcentrifugal 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 and fixing of Kirloskar /Kilburn /IVC /Fouress /Gled /BHEL/ Leader /KSB make of suitable size cast steel double flanged sluice valve having size one size larger than the nominal dia of delivery of the pump or equal to dia of column pipe (in case of t/well) and capable of withstanding nominal seat pressure as mentioned in item No.1-(a) conforming to BIS/API standards with up to date ammendments for delivery line of pump

(Jogiban Side)ASA 300

(Bohlion side)ASA 150

Supply and fixing of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader /Kartar make of suitable size cast steel double flanged swing check type reflux valve having bye pass arrangement & size one size larger than the nominal dia of delivery of the pump or equal to dia of column pipe (in case of t/well) and capable of withstanding nominal seat pressure as mentioned in item No.1-(a) & conforming to BIS/API standards with up to date ammendments for delivery line of pump

(Jogiban Side)ASA300

(Bohlion side)ASA150

Supply and fixing of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leade/KSB make of suitable size cast iron /Cast Steel double flanged swing check type reflux valve having bye pass arrangement & size equal to dia of R/main as mentioned in item No.1(c) capable of withstanding nominal seat pressure as indicated in item 1(a) for Rising main

(Jogiban Side)ASA300

(Bohlion side)ASA150

Supply & fixing at site of Leader/KSB make cast iron double flanged sluice valve (In case Suction is +ve) for suction pipe having size one or two size larger than suction size of pump such that velocity of flow in suction pipe is not more than 3.00 mtr/sec and conforming to BIS standards with up to date ammendments.

(Jogiban Side)PN 1.60

(Bohlion side)PN 1.60

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 make from meter of HPSEB to circuite breaker & from circuite 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.

(Jogiban Side)

(Bohlion side)

P/L PVC jointless flat water proof cable as per BIS 694-1990 (latest with up to date ammendments) suitable for the pump sets offered from circuite breaker to motor & motor to starter including all other electrical equipments such as thimbles, flexible pipes, solder,nuts & bolts,cable glands etc. laid in pipes or trenches. 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. submersible cable off FINOLEX make .

(Jogiban Side)

(Bohlion side)

P/L double loop earthing with copper plate 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.(Jogiban Side & Bohlion Side)

Supply & errection of floor/wall mounted power factor shunt capacitor 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).

(Jogiban Side)

(Bohlion side)

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..(Jogiban Side & Bohlion Side)

P/F GMS/MSERW double flanged suction, delivery pipe & common header confirming to Heavy grade or latest with up to date ammendments 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 ,sumpwell and jointing of delivery pipe with Rising Main 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. 4a) or total dynamic pressure + surge pressure whichever is higher.The size of suction pipe shall be one or two sizes larger than the suction size of pump such that velocity 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 drawing to be approved by the Engineer Incharge.

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

(Jogiban Side)

(Bohlion side)

Errection of all equipment from as above inclding cost of tees, bends, tapers and any other fittings required as per site conditions and as per direction of the Engineer Incharge.

Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts.(Including dewatering)

Providing and laying cement concrete 1:6:12(1Cement:4sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts and carriage of material at site and as directed by the Engineer Incharge.

Brick work using common burnt clay building bricks (2nd class) including racking out joints in cement mortar 1:6(1cement :6sand)foundation and plinth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing and laying DPC 38mm thick cement concrete 1:2:4(1cement:2app.sand: 4app.graded stone agg.12.5mm nominal size and curing complete.I/c 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.

Brick work using common burnt clay building bricks (2nd class) including racking out joints in cement mortar 1:6 (1cement :6sand)extra for super structure above plinth level and upto floor two level including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

15mm cement plaster in single coat on 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 1:6 (1cement:6sand) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Pointing on brick work with cement mortar 1:3(1cement:3sand)Ruled pointing including entire carriage of material up to all leads and lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).2nd class deodar wood)

Providing and fixing panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :2nd class deodar wood)

40 mm thick Cement concrete flooring1:2:4(1cement: 2app .sand:4app.graded stone aggregate 20 mm nominal size) laid in one layer finished with floating coat of neat cement thick including all lead, lifts and arriage of material at site and as the Engineer Incharge.

Applying priming coat over new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter sand papering and knotting: ready mixed paint brushing wood primer pink,including all , leads, and carriage of material at site and as directed by the Engineer Incharge.

Painting two coats(excluding priming coat) on new wood and wood based surfaces with enamel paint to give an even shade including cleaning the surface of all dirt dust and other foreign matter, sand papering and stopping with paint other than white , including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

White washing with lime on undecorated wall surfaces(two coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar dirt and other foreign matter.including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

C/Ostone Kharanja drain 45cm width with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6: (1cememt : 6 sand) including earth work 100mm bed concrete 1:5:10( 1cement:5ap sand: 10app graded stone cment plaster 1:3 (1cement : 3agg sand) inclduing all leads, lifts and carriage of material at site and as directed by the Engineer incharge.

Providing plinth protection 50mm in cement concrete 1:3:6 (1cement:3app. sand: 6app. graded stone aggregate 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.

Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand :6 graded stone aggregate 20mm nominal size)

Providing and fixing Aluminium tower bolts ( barel type) with necessary screw etc. complete 250x10mm including all lead lifts and cariirage of material at site and as directed by the Engineer Incharge

Providing and fixing Aluminium handles with necessary screw etc. complete including all lead lifts and cariirage of material at site and as directed by the Engineer Incharge 125mm

Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc.complete 250x16mm including all lead lifts and cariirage of material at site and as directed by the Engineer Incharge

Providing and laying cement concrete 1:4:8 (1cement:4app.sand:8app. graded stone aggregate 20mm 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..

Laying G.I pipe 50mm dia nominal size , including all leads, lifts and carriage of material at site and as directed by tbe Engineer Incharge.

Steel work welded in built up sections , 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.

Excavation in drains and channels etc.in earth work for pipes up to 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 soft / hard rock where blasting is prohibited in all lifts , trimming & dressing of sides, leveling of beds to correct grade including shoring/struting, planking, timbering & dewatering wherever required stacking the useable/unuseable material/soil seperately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 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 , testing & commissioning at site in trenches bevelled ended BIS marked MSERW pipes grade-A confirming to ISO -3183-2007 and its equivalent latest with up to date ammendments of following dia with steel grade , having wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipe's ends shall be bevelled suitable for but welding , including the cost of jointing with butt welding confirming to IS 816-1969 or latest with up to date ammendments (leak proof) in three layers (one inside and two out side )at site of work with welding rods of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe and specials shall have's zinc coating inside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with MSERW grade-A. The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge (Earth work and cost of MS flanges after 90 mtrs length shall be measured & paid for seperately).

S. No. Wall Thickness Nom. Dia in mm Outer Dia in m Grade Wt.mtrs.

Laying, testing & commissioning at site in trenches following the plain ended GMS pipes of various diameter heavy/medium grade as under confirming to BIS 1239-(Part-1)-1990 or latest with up to date ammendments, capable of withstanding required test pressure as prescribed in BIS code, in randum lengths of 5.5 to 6.50 mtr. 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 (leak proof in three layers at site or work with welding rods of standard make & all allied accessories whatever required for welding at site. tails pieces, tees bends manufactured from parent pipes etc. and cutting of pipes wherver required as per site required as per site i/c carriage in all leads & lifts and as directed by Engineer-Incharge. (Earth work shall be measured paid for seperately).

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 ammendments to GMS/ MSERW pipes after every 100 metres or as per site requirement including cutting of of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent I.S. Code i.e. IS 816-1969 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect in all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

S. No. Nom. Dia in mm FT

1 MSERW 200MM Dia grade A thickness 4.80 17

2 MSERW 200MM Dia grade A thickness 4.80 5

3 GMS 150MM(H) 28

4 GMS 150MM(H) 17

5 GMS 150MM(M) 17

6 GMS 150MM(M) 5

7 GMS 80MM(H) 17

8 GMS 80MM(H) 5

Laying and Jointing ,testing of HDPE pipe for use for burried water main & service The jointing of pipe shall be done by Butt fusion welding which confirm to clause 3.2.1.2 of IS -7634(Part-II)-2012 etc. each pipe shall be BIS marked (IS-4984-1995 OR latest Amendment) and shall be of following nominal dia and pressure rating complete in all respect, including of all leads, lifts and carriage of material at site and as directed by the Engineer-Incharge..

(PN-2.5 GRADE -63)110mm Dia

Providing and Fixing of HDPE alfa valve complete in all respect, including of all leads, lifts and carriage of material at site and as directed by the Engineer-Incharge..

RAM KISHAN CHANDEL

ANKUSH KUMAR

Sushant Puri

Sohal Pal Singh

H. C. Bansal Engg. & Contt.

M/S Sharma Enterpirses