Providing LWSS to Guddi in GP Sharli Manpur in Tehsil Kamroo Dstt Sirmour HP

Amount

Centrifugal Pumping Machinery

Supply, erection, testing & commissioning of horizontal spindle, horzontal split casing radial slit single /multistage centrifugal pumps of KSB/ Mather & Platt/ Jyoti/ Kiroskar /Beaconweir/ BS & BE conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handel clear water having characteristics as mentioned below in ltem no 1(A), with impelleres,casing ring priming funnels & shaft sleeves of bronze , shaft of steel 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 at the site sites as per direction of Engineer-in - charge. 2 Set of 100 HP - (Note:- Tender to be called for per set not for per HP rate)

Total Head 619 mts

Capacity of pump{One Pump will run and one will acts as standbye} 5.48 LPS

Dia of R/Main 100 MM

Length of R/main 1920 mtrs

2 set of 100 HP

Supply, installation, Testing and Commissioning of Fully Autometic LT Panel for centrifugal pump made out of 16 Gauge sheet powder coated dust and veremin proof wall mounted and front opening door type switch board with copper insulated wiring suitable to operate 2 No. pump of rating suitable HP automatically through variable Frenqency Drive Starter. Starter should be capable to handle all rth faults like short circuit, over current. under current, over voltage, under voltage, dry pump protection. It should get on and off command automatically from PLC and HMI. Monitoring and controlling of Pump running and trippng status should be monitored and controlled remotely through IOT enabled device. Access shoild be given to 3 users. Reputed make.

Energy saving variable freqency drive starter of suitable HP Heavy Duty for smooth stop of pumps and for the energy conservation in the system. It should be cable to control the frequecy of pumps through out the opration and also should be cabable to maintain th power factr of the system within acceptable limits. It should be able to withstand ambient temprature 50 Degree ceicius without derating and have conformal coating class 3C2. so that it can work in any harsh enviroment kike moisture etc. make:-Reputed ISI marked make or approved by the technical committee of the department 1 No.

Main incomer MCCB of suitable capacity of reputed ISI marked make or approved by the technical committee of the depatment on the coming feeder for pumping set confirming to BIS-2516-1985 (Latest edition) 1 No

LED Three phase indicating lamps complete with logged switch for indivisual motore confrming to BIS 3452 (Part I & II) latest with up to date amendments

LED On/Off Lincommer MCCB with proper short circuit capablility for both the starter make:- Reputed ISI marked make or approved by the technical committee of the department (1 No)

Input Choke of required HP for Energy saving variable frequency starter which should be installedat the input of Energy saving variable frequency starter, so that there whould be proper protection in case of any surge and distotons 2 No.

ControlTransformer Make Surge supressor device with isolating MCCB to circunate the power surges due to lightening and system surges 1 No.

Powr and control Wiring and Busbar 1 No.

Installation, commissining and Software Development 1 No.

Surgesupressor debvice with isolating MCCB toeleminate the power surge due t lightening and system surge 1 No.

Power quality monitoring & controlling relay with Control Contractor to safeguard Electronic and Electric elements 1 No.

Insdependent Control Panel with stiwth Fuse Unit and Fuses to Suitable Amperage to eliminate the Kit Kat fuses of HPSEB Make:- Reputed ISI marked make or approved by the technical committee of the department 1 No Automation System for Unmannede Operation with SCADA features, PLC, HMI and Level Sensor:- (i) PLC (Programmable logic controller) with appropriate digital and analog inputs and output to give automatic command to Star Delta Starter Panel/ Energy Saving Variable Frequency Starter Panel Make reputed ISI marked or approved by the technical committee of the department 1 No. (ii) Electronic relay card 8 channel 1 No. (iii) SMPS 4.5 Amps to energise PLC system, HMI (Human Machine Interface) 7" display for Monitoring and Controlling of Centrifugal pumps Make reputed ISI marked or approved the technical committee of the department 1 No. (v) Control MCB for Automation system 1 No (vi) Level Sensor to indicate the water level of tank remotely 1 No (vii) Shielded Data Cable for Communication of level Sensor with PLC 1 No. (viii) Supply of Mobile App (Android) IOS) with User ID and Pass ward to monitor and control the pumping the opeartion from Moble for 3 users Make Reputed ISI marked make or approved by the technical committee of the department (xi) Could Gate way for Data Clouding to server 1 No (x) SCADA soft ware to be installed in Laptop/PC on remutely monitor and control the operation of pumps and also to anysis the pump start and stop history logging fuilt starter, fault history, Power quality Parameters like PE urrent Votage KWH THD etc. Make reputed ISI marked make or approved by the technical committee of the department 1 No (xi) Cloud space for data storage at cloud/server 1 No (xii) Installation Commissining and Software Development.

Supply & fixing at site of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/KSB make of Cast steel double flanged actuated motarised 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. 1 (a) + surge pressure & conforming to API-standards with up to date ammendments for delivery line of pump. Class of valve shall be ASA- 600.

Supply & fixing at site of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader / KSB make of suitable size cast steel actuated motarised double flanged swing check type reflux valve 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. 4(a)+ surge pressure & conforming to API-standards with up to date ammendments for delivery line of pump . Class of valve shall be ASA 600.

Supply & fixing at site of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader / Pelicon KSB make of suitable size Cast steel actuated motarised double flanged swing check type reflux valve confirming to API 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 and the same shall be provided with suitable bye pass arrangements. Class of valve shall be ASA 600 and shall be of 100 mm dia meter.

Supply & fixing at site of Leader / KSB/ Kirlosker make Cast iron actuated motarised double flanged actuated motarised sluice valve (in case suction is +ve) for suction pipe having size one or two size of pump such that velocity of flow in suction pipe is not more than 3.00 myr/sec and confirming to BIS standatds with up to date ammendments Class of valve shall be PN 1.60

P/L & fixing 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 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 & fixing 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 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.

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).

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/F double flanged suction, delivery pipe & common header of MSERW Grade B 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. 4 (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.Thickness of MSERW 100 mm dia shall bewith 7.10 mm with flanged joint of FT 34

Rising Main : - Excavation in drains and channels etc, in earth work in all kinds of soil such as kankar Moorum, shingles, Coglomerate saturated soil decomposed or soft rock and hard rock by blasting by chiselling (where blasting prohabitated) including dressing of sides and beds disposing of excavated earth with all leads and lifts disposed earth to be levelled and neatly dressed and then returning the stacked soil into foundation and trenches, etc, including ramming and consolidating the same wherever required with all leads and lifts and including jungle clearance and as per direction of Engieer-in-charge

Providing, laying, testing & commissioning at site in trenches bevelled ended MSERW pipes confirming of various Grades confirming to IS/ISO 3183-2017, latest with up to date amendments 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 pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with up to date ammendments (leak proof) in three layers at site of work with welding rods of standard make and allied accessories whatever required welding at site,tails 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 including carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe shall have zinc coating inside & outside confirming to IS-4736-1986 or latest with up to date ammendments The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge (Earth work shall be measured & paid for seperately).

Dia From RD to RD wall thicness Grade

100mm 00 270 7.10 MSERW B

100mm 270 540 6.00 MSERW B

100mm 540 720 5.20 MSERW B

100mm 720 900 4.80 MSERW B

100mm 900 1350 4.40 MSERW B

Laying, Jointing, testing & commissioning at site in trenches bevelled ended GMS pipes of various diameter of heavy/medium grades as under conforming to BIS/ 1239 PART-1 1990 or latest with upto date amendements having wall thickness and 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 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 standard make and all allied accessories whatever required for welding at site, tail pieces, tees, bends and 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 including carriage in all leads and lifts and as directed by Engineer-in-charge. The pipe shall haves zinc coating inside & out side conforming to IS-4736-1986 or latest with upto date amendments. The laying shall conform to BIS 5822-1970 or latest with upto date amendments to the entire satisfaction of Engineer-in-charge (Earth work shall be measured and paid for separately).

Dia From RD to RD Length wall thickness Grade

100mm 1350 1620 270 5.40 GI(H)

100mm 1620 1920 300 4.50 GI(M)

Providing welding and fixing M.S plate flanges of following dia (nominal bore) of following flanges Table conforming to IS 6392-1971 or latest with upto date amendments to MSERW/G.I. pipe after every 90 metres or as per site requirement including cutting of pipes wherever required welding in three layers (leak proof) conforming to specifications as prescribed in relevent IS code i.e IS 816-1969 or latest as applicable with upto date amendments with nuts, bolts & washers and specials etc. fonforming to IS 1963 or latest with upto date amendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticrossive paints complete in all respect in all leads lifts and carriage of material at site and as directed by the Engineer-in-charge.

Dia From RD to RD Length FT

Civil work :- Excavation in foundation and trenches etc.in earth work in all kinds of soil such as pick work ,jumper work decomposed conglomerate saturated soil soft and hard rock upto all leads lifts stacking the excavated soil not more than 3mtr.clear from the edge of excavation and then returning the stacked soil in 15cm layers when required in to plinth sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads lifts and as per directions of the Engineer-incharge

Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone agg.40mm nominal size)and curing complete excluding the cost of form work in foundation & plinth including all leads lifts and carriage of material and as per the directions of Engineer-in-charge.

Providing & laying cement concrete 1:3:6 (1cement : 3 sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth.

Providing and laying cement concrete work 1:1-1/2:3 (1cement:1-1/2 sand: 3 gradeds stone agg. 20mm nominal size & curing complete) excluding cost of form work and reinforcement for RCC work including all leads lifts complete and carriage of material etc. as per directions of Engineer incharge. in charge.

Foundation and plinth

In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level

Wall (any thickness but not less then 0.10 thick) attached pilasters, buttress and the like

Column pillars posts and struts Square rectangular or polygonal in plan

Lintels beam girders bressumers and catilever up to floor two level

Staicase (except spiral staicases) excluding landing but including preparing of the top surface with finishing of noising up to all floor two level

P/L CC 1:6:12 1cement:6 sand:12 graded aggregates 40mm nominal size curing complete excluding cost of form work infoundation & plinth

Random rubble masonry / polygonal rubble masonry(Uncoursed/ brought to course) with hard stone ofapproved quality in foundation and plinth including levelling up with cement concerete 1:6:12 (1Cement:6 Sand : 12 Graded stone aggrete of 20 mm nominal size) in cement mortar 1:6 (1cement:6Sand ) in foundation and plinth i/c all leads, lifts and carriage of material etc. and as direction by the Engineer in Charge completed in all respect

Brick work using common burnt clay building bricks (IInd class) in super structure above plinth level upto floor two level in cement mortar 1:6 (1cement:6 sand) in all leads and lifts.

Half brick masonry in cement mortar 1:4(1:cement:4 sand )including all leds lifts & carriage of materials & 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 spreading watering and rolling of binding materials moorum or earth etc. 100mm spread thickness (finished work including materials and labour) within all leads and lifts an da directed by the Engineer-in-charge.

Providing wood work in frames of doors, windows,clearstorey windows and other frames wrought,framed and fixed in position in Ist class Deodar wood as per direction of the Engineer Incharge

Providing & fixing panelled glazed or panelled & glazed shutters for doors windows and clerestory windows including black enamelled iron butt hinges with necessary screws in 2nd class deodar wood (40 mm thick)

Providing and fixing 40mm thick devodar shutter of door & window using galvanized MS wire guage designation 85 G with wire of dia 0.56 mm for door & window ,clerestory window including black enameled iron butt hings with necesary screws 40 mm thick 2nd class deodar wood

Providing and laying cement concrete 1:5:10(1cement:5app.sand: 10app.graded stone agg. 40mm nominal size) with 15% plum and curing complete excluding the cost of form work in retaining wall/ breast wall the size of plums shall be 150mm to 300mm as per HP specifications including all leads lifts and carriage of material at site and as directed by the Engineer in charge.

Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:-

In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level

Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :-

Foundation footing bases of columns & mass concrete.

Column.pillar & post upto floor two level square, rectangular & polygonal in plan.

Beams, cantilever Girders& lintals sides&soffits of beams, beams,haunching cantilever girders not exceeding 1mtr. Depth.

Vertical surface such as walls (any thickness)

Flat surfaces such as soffits of suspended floor roofs landing & like floor etc.,upto 200mm thickness.

Edge of slab and break in floor 20 cm wide

Edge of slab and break in floor 20 cm wide

Edge of slab and break in floor and walls

Stair cases (except spiral stair cases) excluding landing I/c preparation of surfaces

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 :-

(i)Arches beyond 6.00 mts.span

Prov.in RCC work smooth finishing of 6mm cement plaster the exposed surface with cement mortor1:3(1cement :3 sand

Providing & 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 RCC work in :-

Suspended floor,roofs,landing & shelves & their support balconies,beams,girders,bressumers & cantilever upto floor level.

Arches up to floor two level

Providing Mild steel/Tor steel reinforcement for R.C.C. work including bending binding and placing in position complete up to floor two level including all leads and carriage of material at sit and as per direction of the Engineer -in Charge

Applying two coat of wood preservative on new wood based surface after and including preparing the surface by thoroughly cleaning dirt dust and other foreign matter.

Supplying and fixing cast iron cover with frames for main holes of size 455mm internal dia meter C.I. Cover (Medium) duty the weight of cover to be not less than 23 kg including all leads, lifts and carriage of material at site and as directed by the Engineer in charge.

Fixing of GI pipe 50mm dia for scour, inlet ,outlet and over flow etc.

40mm dia

Providing and fixing 200 mm wide C.I. rungs with chequered of rubber or non-slip surface including fixing in tank with 200x200 mm C.C. 1:3:6 ( 1cement:3sand:6 graded stone aggregate of 20mm nominal size graded stone aggrigate of 20mm nominal size)

Providing & fixing sluice valve

Construting chamber for sluice valve, with CI surface box 100mm dia., 160 mm bottom dia & 180mm deep (inside) with chained lid RCC top 1:2:4 (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) & inside plastering with cement mortor 1:3 (1cement:3 sand) finished with a floating coat of neat cement i/c curing complete 600x600x750 mm inside size with 150 mm thick walls RCC 1:2:4 (1cement:2sand: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 water level indicator (manual) of superiours qualitycomplete in all respects

Providing & Laying of Brick layer in cm 1:3 in inner Drain

Providing placing in position in horizental layers filter media duly graded screened washed and cleared including all leads lifts and carriage of material upto site of work as as specified by Engineer incharge.

Top Layer Fine sand

2nd layer coarsed sand

3rd layer Bajri 6mm to 20mm

4th layer Bajri 20mm to 25mm

5th Later broken stone

Proving and fixing M.S. foot rest of 22mm dia size including embedded in C.C in block 225 mm X 225mmX75mm including all leads and carriage of material at site as per direction of Engineer in Charge

Prov. & fixing Man hole cover with frame having frames size of 500 mm internal dia.should not be less than 58 kg

Prov. & fixing Man hole cover with frame having frames size of 500 mm internal dia.should not be less than 45 kg

Kota stone slab flooring 20 mm (average) thick base of cement mortor (1:4) (1cement:4 sand)laid over and joinedwith grey cement slurry mixed with pigment to match shade of the slab including rubbing and polishing complete 25mm thick

15 mm thick cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in Cement Mortar at site 1:4 (1 Cement: 4 app. Sand) including all leads, lifts and carriage of material at site and as directed by the Engineer incharge i/c all leads lifts and carriage of material and as per direction of the Engineer-in-charge

15 mm thick cement plaster on fair sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cm 1:6 (1cement:6sand)

Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture on undecorated wall surface to give an even shade including thoroughly brushing the surface free from mortar droppngs and other foreign matter and sand preparing smooth including applying of putty a reqqired for making the surface

20 mm thick cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in Cement Mortar at site 1:6 (1 Cement: 6 app. Sand) including all leads, lifts and carriage of material at site and as directed by the Engineer incharge i/c all leads lifts and carriage of material and as per direction of the Engineer-in-charge

6 mm thick cement plaster in CM 1:3( 1cement 3 sand in roof slabs

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

Painting two coats(excluding priming coat) on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than white in all leads and lifts.

White washing with lime on undecorated wall surfaces(two coats) to give an even shade I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter.

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

Providing and fixing M.S.fan clamp(Type-I) of 16mm dial M.S. Bar bent to shape with hooked ends in RCC. Slab during laying including painting the exposed portion of loop all as per standard design complete.

Providing 40x3 mm flat iron hold fast 40cm. Long including fixing to frame with 10mm dia metres bolts, nuts and wooden plug and embedding in cement concrete block 30x10x15cm. 1:3:6( 1cement:3sand:6 graded stone att. 20mm nominal size) within all leads and lifts and as directed by the Engineer-in-charge.

Providing and fixing following anodized aluminium fittings of anodized transparent and shade with necessary screw etc.complete

(a) Sliding door bolts 200x16mm.

colour and shade with bolts and nuts screws 300x16

(b-i) M.S. tower bolts (Barrel type) leads and lifts. 250x10mm.

(b-i) M.S. tower bolts (Barrel type) leads and lifts. 200x10mm.

(b-iii) M.S. tower bolts (Barrel type) leads and lifts. 100x10mm.

(c-i) M.S. handles 125mm dia

(c-ii) M.S. handles 100mm dia

Providing and fixing of MS grill of required patttern in wooden frame of window etc. with MS rounded headed bolts and nuts or by screw: Plain Grill.

Stone/Boulder filling under floors/behind retaining walls.

Providing under layers for plinth protection of 75 mm thick ( unconsolidated) bed dry brick/stone aggregated 40 mm nominal size will rammed 7 consolidated & grouted with fine sand including preparation of gruond.

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

Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size) i/c finishing the top surface of concrete smooth within all leads and lifts and as directed by the Engineer-in-charge.

Steel work welded in built up section, trusses and framed work ,including cutting, hoisting fixing in position and applying a priming coat of red lead paint. In grating, framed guards, bars ladders, railling & simillar works

Applying a priming coat over new steel and steel based surfaces after and including preparing the surface by thoroughly cleaning oil grease, dirt and other foreign matter and sand papering and knotting ready mixed paint brushing stell primer red oxide paint.

Painting two coats(excluding priming coat) on new steel and steel based surfaces with ready mixed paint brushing to give even shade including cleaning all dirt, dust and other foreign matter white paint

Providing and Fixing Vitreas China Water closet.

Prov.& fixing Viterous China Kitchen Sink 600x450mm size i/c bracket fixing and making good walls etc.

Prviding and fixing brass bib tap(superior of heavy type) 15 mm dia long nose etc. complete all respect

Providing & fixing vitreous china wash basin with single hole for pillar tap with C.I. brackets, painted white including cutting holes & making good the same including fittings

Providing and fixing 10 mm thick anti skid water proof stain and impect resistent heavy duty vetrified tiles Nitco or equivalent 600X600mmX10mm manufactured of approved shade and colour in flooring treads of steps and landings laid over 12mm thick cement mortor 1:3(cement:3sand) joined with cement slurry mixed with pigment to match the shade of tiles as required complete

Providing and fixing 19mm thick commercial Board water proof shutter for up boards (i/c fixing with nicked plted hingers with screws etc. complete and including carriage of material within leads and lifts in all respect as per direction and satisfction of Engineer in Charge

Provdng and fixing 1.00 1.00mm thick coloured or plan lamination sheet (sunmica) on boards/ply wood sheets wth appproved adhesive and nails complete

Providing and fixing 19mm thick water proof commercial board in shelves/box for cup board with butt jonts & fixing with nails & screws etc.

Providing and fixing bright finished brass handles with screws etc. complete as per the direction of Engineer in charge including carriage of materials with in all leads lifts and other incidentals 125mm

Providing and fixing 100 mm bright finishe brass floor door stopper with rubber cushion screws etc to suit shutter thickness complete

Providind and fixing oxidized M.S. hooks and eyes 150mm

Providing and laying Duro stone vetrified tiles (300x300mmx10mm) in grey/coulored or of approved shade in flooring treads of steps and landing laid on a bed of 12mm thick cement slurry finished with flush pointing in white cement mixed with pigment of required should shade to match the shade of tiles complete

Providing and laying Action Tessa argentum flooring AC-3 of 12mm thicness of size 1214mm (L) x193mm (W) over superior high density hard wood fibre board complete in all respects within all leads & lift as direction by Engineer in Charge

Providing and laying Action granite stne in flooring 20mm (average) thicness base of cement mortar 1:3 (1cent:sand) laid over and joined with grey cment slurry mixed with pigment to to match the shade of granite stone stone i/c rubbing and polishing complete 20mm thick

Applying Birla white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust loose materials and other foreign matter and sand papered smooth to give fnal matter finish to the surface complete

Constructing Course rubble hammer dressed 'U' shape open sirface drain with side wall 15x22cm in cement mortar 1:6 (1Cement:6 Sand) and inside plastering with cement plaster 1:3(1cement: 3 sand) including earth work and laying 10cm cement cocrete in 1:5:10 (1cement:5sand:10 Graded stone aggregate) of 40mm nominal size) and 7.5 cm cement concrete 1:2:4 (1cement:2sand:5 Graded stone aggregate of 20mm nominal size) and finished with a floating coat of treat cememnt complete as per standard design with in all leads lifts including all including all incidental charges

Providing and fixing PVC water storage tank of: 12701 marked GI inlet and outlet connection, 15mm nominal bore ball valve and mosquito proof PVC cover with locking arrangement including hoisting uo to all heighs above ground level:1000 liters net capacity tank

Providing and fixing 600mmx450mm bevelled edge mirror of superior glass moulted on 6mm thick A.C. sheet or plywood sheet and fixed to wooden plugs with C.P. Brass screws and washers

Providing and fixing C.P Brass Towel rail complete with C.P. Brass brackets fixed to wooden plugs withC.P. Brass :750mm x 20mm

Providing and fixing 600mm x 120mm glass shelf with C.P. brass bracket and guard rail complete fixed to wooe wooden plugs with C.P. Brass screws

Providing and fixing 15mm mixer for kitchen sink with top/bottom swinging spout

Providing and fixing G.I. Elbows 15mm dia

Providing and fixing G.I. Tee 15mm dia

Providing and fixing G.I. Socket 15mm dia

Providing and fixing G.I./M.I. Union 15mm dia

Providing and fixing 32mm dia, lead waste pipe for wash basin or sink (i/c) brass check nut

Providing and fixing liquid soap container with C.P. Brass lid and brackets fixed to wooden plugs with C.P. Brass screws:- Plastic container

Providing and fixing 100mm sand cast from iron gtating for gully, floor of Nahni trap

Providing and fixing 100mm size 'F or 'S' trap for water closet (sqatting pan) including jointing the trap with pan soil pipe in cement mortar 1:1 (1cement:1sand) vitreous China

Providing and fixing brass curtain rail with rollers stop endsand brackets in pelments instead of wooden curtain rod 25mm dia and brackets of first deodar wood (actuallenght) of be measured

Providing and fixing on wall face PVC (D-Plast) rain water pipes of warking pressure not less than 4.5 Kg/sqm including filling the with approved audhesive complete 75mm nominal bore

Providing and fixing on wall face PVC (D-Plast) rain water pipes including filling the joints eith approved complete PVC plain 150mm (one hundred fifty millimeter) dia including carriage of material within all leads and lifts in all respect as per direction and satisfection of Engineer in chargeof working pressure not less than 4.5 Kg/sqm including filling the with approved audhesive complete 75mm nominal bore

Providing and fixing C.P. brass angle valve 15mm without Nuts and pipe

Providing and fixing C.P. brass shower rosen/with 15mm or 20mm inlet:100mm dia

Providing and fixing chromium plated brass soap dish with C.P. brass brackets fixed to wooden cleats with C.P. Brass screws

Providing and fixing toilet paper holder C.P. Brass

Providing and fixing Geyser 25 liters capacity of Racld make within all lead and lift

Wiring for light point/fan point/exhaust fan/call bell point with 1.5 Sq.mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduct with modular swutch mod as required. with in all leads and lifts as per direction of the Engineer-in-Charge. .

Group A

Group C

Supply and fixing G.I. Modular box of (140mmx78mmx50mm) size with modular plate andcover in recess including providing and fixing 5 pin 5/6 amps modular socket outlet and 5/6 amps, modular switch, connections etc. as required

Supply and fixing G.I. Modular box of (140mmx78mmx50mm) size with modular plate andcover in recess including providing and fixing 6 pin 5/6 amps modular socket outlet and 5/6 amps, modular switch, connections etc. as required

Supply and fixing of following sizes of PVC conduct along with the accssories in surface/recess including cutting the wall and making good the same in case of recessed conduct as required

20mm dia

25mm dia

Supplying an drawing following size of PVC insulated, heat resistant, flame rerardant (HRFR) and low smoke single core (flexible) copper conductor cable in existing surface/recessed, steel PVC conduit as required

PVC insulated HRFR LS copper conductor 1.5 Sq.mm

3x1.5 Sq.mm.

3x4.0 Sq.mm.

Supplying abd erection of 6 amps. To 32 amps. Rating 10 KA breaking capacity, 240 volts, 'C' curves, miniature circuit breaker of following poles in the existing MCB DB complete with connection etc. as required

Single pole, Cat A

Supplying and fixing following double pole(single phase & neutral) 240 volts residual current circuit breaker (RCCA) having a sensitivity current up t 300 millampers in the existing MCB DB complete with connection, testing and commissiong etc as required

25 Amps, Cat A

Supplying and fixing of following way, single pople and neutral sheet. Steel MCB distribution board 240 volts, on surface/recess, complete with tnned copper bus-bar, wire-set, neutral link, earth bar, din-bar, detachable gland plate, blanking plates, cable, identification lables interconnection, phosphatized, and [powder, including earthing etc. as required

double door-6 way

double door-8 way

Wiring for light/power plug with 2x10 Sqmm PVC insulated copper conductor single core cable in surface/ recessed steel conduct along with 1 No. 10 SQmm HRFRLS/PVC insulated single core copper conductor cable for earthing as required

Wiring for circuit / sub-main 4x6 Sqmm size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface /recessed steel conduit along with 2 No. 6 Sqmm (4x6+2x6) HRFRLS/PVC insulated casing & caping 1 to 2.5 Sq HEFRLS/PVC insulated single core copper conductor cable for earthing as required.

Extra for using salt and charcoal for G.I. or copper plate earth electrode complete as required

Supplying and laying 8 SWG copper wire at 0.50 mtr. Below ground level for earth electrode conductor, including soldering etc. as required

DEEP CHAND SHARMA

BHAW SINGH KAPOOR CONTRACTOR