Providing Multi Villages piped Water Supply Scheme for Haroli Constituency in Haroli Block Distt Una HP FOR ISPUR ZONE).

Amount

Providing and Laying of Rising Main :-

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 earth within all leads and lifts 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.

Providing, laying, jointing and testing in trenches of galvanized MSERW flanged pipes excluding cost of flanged bends of all degrees conforming to IS/ISO 3183-2007 Grade L210 or A as per dimensions weight and test pressure mentioned below in a random length of 4m - 6m, The M.S. flanges are to be provided 10% of total joints as per table below conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick sas per IS: 2712-1965 & 95% butt welded joints by considering minimum three layers. The welding of flanges to be done on both faces in two layers on outer face + one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 5822-1994 (earth work in trenches, MS flanges and butt welded joint to be measured and paid for seprately) . The pipe shall have zinc coating as per IS:4736 in factory latest with upto date ammendements. 125 mm dia GMSERW 4.80 mm thick 0/0 to 7670

Providing and welding M.S. flanges @ 5% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured & paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3 mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads & lifts.

125 mm dia RD 0 to1000 ( Table-28)

125 mm dia RD 1000 to 6500 ( Table-17)

125 mm dia RD 6500 to 7670 ( Table-5)

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

125 mm dia RD 0 to 7670

Providing double flanged Cast Steel Non Return Valve, following class of Leader/ Kirloskar/ approved make and 125 mm dia.for rising main and capable of with standing following normal seat pressure conforming to BS:1868/API-600 or latest ammendments. i) 125 mm dia. :-Class ASA- 150

Providing and fixing screwed type cast iron air valve of 25 mm dia (single ball type) of Leader/approved make confirming to BS : 1452-90 with upto date amendments as per class PN-10.00 to withstand a seat pressure 11.22 Kg/ cm2 in rising main.

SUBMERSIBLE PUMPING SET :-

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

Discharge =( Q) 9.87 LPS

Total Head =( H) 73.04 Mts.

a) SWL in Tubewell = 14.02 Mtr. bgl.

c) R.L. point of discharge =374.50Mtr.

d) Seasonal fluctuation + draught condition + bowl assembly. 9.00 Mtrs.

e) Drawdown in Tubewell =44.21Mtrs.

f) R.L of lowest point of pumpset installation =311.77 Mtrs.

g) Static Column lift =61.23 Mtrs.

Rising main. Column Pipe.

Length 20 Mtrs. Length 77.23 Mtr.

Dia meter.125 mm Dia 125 mm

Class GMSERW Class GMS. (M)

Pumping hours 20 hours

Altitude of installations above M.S.L. _mtr.

Characteristic of water.

a) Temperature _____20__ Deg Cel.

b) Turbidity ________JTU.

c) Allkanity. ___________mg/ l Ca Co3

d) Size of solids ____________mm

e) others

Depth of T/well =126.60 mtr.

Dia of T/ well assembly 300/200 mm.

Length of assembly pipe.

Dia of housing pipe 300 mm.

Length of housing pipe

OPERATING CONDITIONS.

Type of Current :- A.C.Three Phase.

Frequency:- 50 Cycles /Sec.

Rated Voltage 415 +/- 15 % Volts.

System of earthing: Double Loop earthing as per BIS 3843-1987 Latest.

Speed of Revolution ____________ RPM 2900

MOTOR.

Ref. to BIS code BIS 9283-1979 with upto date amendments.

Type of enclosure of motor: As per BIS ; 4691-1985 ( latest )

Mechanical out put in H.P.

Class of insulation :Class B

The motor should be able to withstand initial current of 2.50 times the rated current for two minutes without suffering damages of permanent deformations.

Ref. to BIS code ; BIS ; 5659-1978 with upto date amendments.

Drive Type: Electric driven.

Operating Range: -15 % to+10 % of Total head at duty point.

Deliver size of Pump : ________( To be quoted by tenderer.)

Providing ICTP Main Switch with HRC fuses of L&T/ Havells/ Standard / Kilburn / Siemens make and having capacity 30% extra of the operational rating as per IS : 13947-P I & II with upto date amendments.

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

MCB of kilburn / L&T / Havells / Standard make of suitable capacity on incoming feeder with or without intial oil filling as the case may be with neutral linked under voltage releases as per IS ; 2516-1985 with upto date amendments.

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

The Voltage Monitor Relay 3 phase with all protection and usual indicator and electric siren against single phasing, low voltage, high voltage, reverse phasing, overloading and phase voltage difference as per IS; 3842 ( Latest Edition )

Bus Bar Chamber having three bars of suitable rating for full length equal to the width of the board for three line phases and suitable for induced current, one copper bar of half the rating of full length for neutral phase as per IS ; 8084-1976 and IS :11353-1985 read with BIS ; 5578 -1985 with upto date amendments including.

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

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

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

Providing Double Flanged Cast Iron Sliuce Valve of Leader / Kirloskar make for the delivery line of pump and capable of withstanding the normal seat pressure and as per IS 780-1992(Cast iron) with latest ammendments PN 1.00 For Column Pipe 100 mm dia i) Make ii) Class PN 1.00 iii) Material.

Providing double flanged swing type cast iron Reflux Valve of Kirloskar / Leader make having Bye pass arrangement on the delivery line of the of the Pump and capable of withstanding normal Seat Pressure as per IS :5312-1984 (P-I) (Cast Iron) with latest ammendments Pn 1.00 for R/main. 100 mm dia.

Providing Pressure Gauge of Prega / Precision / Fiebig make complete with all accessories such as stop cock, copper tubing as per IS ; 3624-1987 with upto date amendements

Supply of PVC jointless,flat water proof copper cable as per BIS 694-1998 latest with upto date ammendments Havells/Finolex make suitable for the pumpsets offered from MCB to motor including all other electrical equipments / accessories such as thimble, flexible pipe, solder, nuts and bolts, cable glands, clips etc, laid in pipes or trenches under floor.The type, size and make shall be subject to approval of HPSEB authorities. Submersible Cable : i) Make. Finolex.

Lowering GMS Column pipe for assembly 125 mm dia including providing and fixing of MS flanges' of Table 17 as per IS : 6392-1971 with upto date amendments, rubber / asbestos gasket of min.3 mm thickness as per IS 2712-1979 and required numbers of nuts and bolts as per IS ;1364-1983 .The Column pipe shall be as per relevent IS Code and to withstand 1.50 times total head stipulated under item No. 5 . The Column pipe should be extended upto 5 mtr. beyond the outer wall of the pump house in the direction of Rising main . The Column pipe should be properly jointed with the Rising main including all necessary accessories like increaser / reducer, flanges, bends etc, including supporting clamps (2Nos.) at the top of T/well assembly, and as per the direction of Engineer - in - Charge. Column Pipe i) Size 125x100x125 mm dia

Installation of all items appearing at Sr.No 201 to 2.162 as per the systematic drawing attached with the documents or as per the direction of Engineer - in- charge.

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

Providing and fixing double loop earthing with copper plate 6.00x6.00x3.15mm thick electrode complete with material such as thimble, nuts and bolts, charcoal, salt, as per IS ; 3043-1987 with upto date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect as per the dirction of the Engineer - in - Charge. i) Copper wire

CENTRIFUGAL PUMPING SET

Providing horizontal spindle,horizontal /radial split casing / end 'suction ( back pull out arrangement) Single / double/ multi stage of Mather and Platt / KSB / Beacon weir / BE/ Saber Kirloskar/Joyti as per BIS IS 1520-1980 with upto date ammendments read with IS: 9137-1978 or latest edition suitable for lifting water for under mentioned characteristic with Bronze impellers/priming funnels, casing ring and shaft sleeves of Bronze shaft of stainless steel with cast iron casing,coupled directly through a flexible coupling on a common cast iron/cast steel base plate ( base plate to be framed from the 'manufacturers of the pumping unit only) to slipring / Squirrel cage screen protected drip proof induction motor / motors of standard make such as Crompton / NGEF /GEC / Seimens / jyoti/ Kirloskar/ BHEL/ABB suitable for operation on 415 (+/-15%) volts. 50 Cycles/Sec., 3 phase AC electric supply of 2900 RPM. The power of electric motor/motors should be at least + 10% in excess of the maximum power required by the pump/pumps in the Operation range of (+10%) and (-15%) of the duty point head.The motor/motors as per IS 325 IS 1978 with upto date amendments read with IS 900 - 1972 it should include cost of Bearing. Nuts, Bolts and painting etc. and should meet the following requirements.i)Make ii)Model. iii)No.of stages:-iv)Manufacturers certificate to be attached. Performance i)Discharge:- ii)Total Head:-iii)B.H.P. iv)Efficiency: vi)Performance Curve to be attached.b)Motors: Specifications. i)Make ii)Model iii)Rating iv)Speed.v)Insulation. (C) Coupling: (d) Base Plate.

Discharge =( Q) 9.87 LPS

Total Head = ( H) 203.24 Mts.

a)LWL In Sump well = 374.50 mtr

b)R.L. of shaft = 373.30 Mtrs.

c)R.L. of discharge Pt. = 492.00 mtrs.

d)Suction lift. +tive mtrs.

e)Discharge Head =0.00 mtrs.

f) Static Head = 188.700 mtrs.

Rising main.

Length = 7670 mtrs.

Diameter = 125 mm. dia

Class GMSERW Tube

Pumping hours. = 16.00 hours.

Altitude of installations above M.S.L = 425 mtrs.

Characteristic of Water

a)Temperature ________Deg.Col.

b)Turbidity ________ JTU

c)Alloanity _________ mg/1 ca Co3

d)Size of solids __________ mm

e) others

Providing ICTP Main Switch with HRC fuses of L&T/ Havells/ Standard / Kilburn/ Siemens make and having capacity 30% extra of the operational rating as per IS : 13947-P I & II with upto date amendments. ICTP Switch:i)Make ii)Type:iii)Capacity: 200 Amp

Providing MS Sheet, steel fabricated floor mounted closed (Almirah type) switch board i/c angle iron post of suitable height and size ISA 40x40x6mm duly painted with steel sheet of 16 Gauge comprising and capable of mounting the following acccessories with all internal connections.Panel/Switch Board.

MCB of L&T/Havells /Standard / Kilburn/ Siemens make of suitable capacity on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage releases as per IS: 13947-II with upto date amendments.MCB

ELCB/ELR of recommended make L&T /Havells /Standard / Kilburn/ Siemens as per IS: 2516-1985 with upto date ammendments, and of suitable range which should have control box, operating handle and trip/reset bush button on/off of indicators,reindicating off spring condition of the circuit breaker for over current protection.The circuit should be equiped with magnet thermal release with metallic tape CTS.It should also be fitted with earth fault for tripping of breaker on occurence of Earth fault.

The voltage monitor Relay three Phase with all protection and usual indicator and electric siren against single phasing, low vaoltage, high voltage reverse phasing, overloading and phase voltage difference as per IS 3842 ( Latest Edition).

Power Factor Meter of standard make as per relevent IS code with upto date ammendments.

Frequency Meter of standard make as per relevent IS code with upto date ammendments.

Bus Bar Chamber having three bars of suitable rating for full length equal to the width of the board for three live phases and suitable for induced current one copper bar of half the rating of full length for neutral phase as per IS : 8084-1976 and IS: 11353-1985 read with BIS : 5578- 1985 with upto date ammendments.

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

Capacitor of Mecheil / BHEL / GEC / L&T make as per IS : 2834-1986 with upto date ammendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. offered i/c cables as per relevant ISI code (of Seimens / Clocter / IEC make) from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per IS: 4064-1978 with upto date ammendments, Rating of capacitor will be approved by HPSEB.

Providing suitable Star Delta starter of L&T / Havell's / IMP / BHEL make as per IS : 13947-II with upto date 'amendments for Squirrel cage / Slipring motor mounted on panel board with sheet steel- enclosures under voltage release,with or without 'initial oil filling as the case may be with single Phase preventor as per IS ;1248 ( P-V ) 1983 with up to date amendments. i

Providing double flange Cast Iron Sliuce valve of Leader / Kirloskar /approved make of 100 mm dia for the delivery line of pump and capable of with standing normal Seat Pressure as per BIS 780-1992 with upto date ammendments.PN 1.60 For delivery pipe of pump.

Providing double flanged swing type cast iron Reflux valves of leader / Kirloskar /approved make of 100 mm dia for delivery line of pump and capable of with standing the normal seat pressure and as per IS: 5312-1992 with upto date ammendments.Reflex Valve i)Make Cast Iron ii)Class PN 1.60 iii)iii) Seat pressure (Mpa) iv)Material

Providing double flanged swing type cast Iron Reflux valves of Leader / Kirloskar/approved make of 100 mm dia having by pass arrangement for the Rising main and capable of with standing the normal seat pressure and as per IS: 5312-1992 with upto date ammendments

Providing double flanged swing type cast Iron Reflux valves of Leader / Kirloskar/approved make of 125 mm dia having by pass arrangement for the Rising main and capable of with standing the normal seat pressure and as per IS: 5312-1992 with upto date ammendments

Providing circular dial pressure gauge of Prega / Precision / Fiebig / Bourden make complete with all accessories such as stop cock, Copper tubing etc.as per IS: 3624-1987 with upto date ammendments.Pressure Gaugei)Makeii)Range.

Installation of all items appearing at S.No.2.201 to 2.238 as per the systematic drawing attached with the tender documents .

Providing and fixing double flanged MS / GMS piping work (Layout to be approved by Engineer-in-Charge). for suction and delivery pipes suitable to pumps offered and common header as per the rising main respectively complete with all specials such as bends, Tees, Reducers / Inceasers with companion flanges matching with the relevant specifications of the accessories as indicated in the Drawing including rubber / asbestos gasket of 3 mm thickness as per IS : 2712-1979 and required number of Nuts and Bolts as per 1364-1983.-the pipes shall be as per relevent IS code and to withstand 1.50 times total head stipulated under item No.1

i) Suction Pipe 125mm dia. ii) Delivery Pipe 100 mm dia iii) common header. and will extend upto 5 metres from the outer wall of the pump house in the direction of Rising main of 125 mm dia to be joined.

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

Providing and fixing double loop earthing with GI wire/Flat of suitable thickness electrode complete with material such as thimble, Nuts & Bolts, charcoal and common salt as per IS 3043-1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect as per the direction of the Engineer-in-Charge.i)

C/O Pump House cum Attendent Room , C/O Boundary wall & Internal wiring :-

Excavation in foundation trenches etc. in all kinds of soil such as pick work, jumper work,blasting hard or soft rock,by chieselling where the blasting work is water with in all heights stacking the excavated soil with in all leads clear from the edge of excavation and then returning the stacked soil in 15 cms. layers when required in to plinths, sides of foundations consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per the direction of Engineer-in-charge with in all leads and lifts complete in all respect.

Providing and laying cement concrete 1:6:12 ( 1 cement,6 sand,12 graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts complete in all respect.

Brick work using common burnt clay building bricks in superstructure above G.L. to 1st floor level in cement mortar 1:6 ( 1Cement, 6 Sand ) of 2nd class bricks complete in all respect with in all leads and lifts.

Boulder filling under floor dry hand packed tightly in all leads and lifts.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish including centering,shuttering,strutting and propping etc. with wooden battons and ballies,height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtr and removal of the same for in situreinforced and plain concrete work in :-

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

Columns, pillars, post and struts.

i) Square, rectangular or polygonal in plan.

ii) Circular in plan.

Beams,cantilivers,girders and lintels sides and soffits of beams,beam haunchings, cantilivers , girders, bressumers and lintels not exceeding 1 metre in depth.

Edges of slab and breaks in floors and walls under 20 cm wide.

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

Foundation footings bases of columns and the like and mass concrete

Colunms pillars posts and struts upto floor two level.

i) Square or rectangalar in Plan.

ii) Circular in plan.

Suspended floors, roofs,landings & shelves & their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level.

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level.

Brick work using common burunt clay building bricks in foundation and plinth in cement mortor 1:6 (1 cement : 6 sand)

Providing and fixing pressed steel doors frames manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges, jump lock jamb, beed and if required angle threshold of mild steel angle of section 50X25 mm or base ties of 1.25 mm pressed mild steel welded or regidly fixed together by mechanical means, adjustable lugs with split and tails to each jamb including steel but things 2.5 mm thick with gaurds, lock strike plate and shock as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by Engineer-in-charge.

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

Providing & fixing M.S. grills of required pattern in wooden frame of window etc.with M.S. flats, square or round barswith round headedbolts and nuts by screws plain grills.

Cement concrete flooring 1:2:4 (1 cement : 2 sand :4 graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating of neat cement.40 mm thick

6mm cement plaster to ceiling in CM 1:3 ( 1Cement :3 Sand)

15 mm cement plaster in single coat on rough side of brick/concrete stone walls for interior plastering up to floor two levels 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 (1 cement:6 sand)

Pointing on brick work with cement mortor 1:3 (1cement : 3 sand) Raised and cut

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 and other foreign matters.

Distempering with dry distemper of approved brand and manufacture (two coats) and of required shade on undecorated wall surfaces to give an even shade sand papered smooth.

Applying priming coat on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil,greese,dirt and other foreign matters,sand papering and knotting.Ready mixed paint brushing wood primer pink.

Painting two coats (excluding priming coat) on new wood and wood based surfaces,with enamel paint to give an even shade including cleaningthe surface of dirt ,dust and other foreign matters sand papering and stopping with enamel paint other than white

Providing and fixing anodised MS sliding door bolts with bolts and nuts screws etc. complete.

Providing and fixing anodised MS tower bolts ( barrel type) with screws etc. complete

Providing ad fixing anodised MS handles with necessary screws etc. complete.125 mm

Providing and fixing MS Hooks and eyes 250 mm

Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 20 mm nominal size.

Proving under layer for plinth protection of 75 mm thick (unconsolidated) bed dry brick / stone Aggregate 40 mm nominal size will rammed with rammed and consolidated and grouted with fine sand including preparation of ground.

White glazed tiles 6 mm thick in flooring cement mortar 1:3 (1cement : 3 sand) finished with flush pointing in white cement.

White glazed tiles 6 mm thick in Skirting with neat cement finished with flush pointing in white cement.

Half bricks masonry in common burnt clay building bricks in cement mortar 1:4 (1cement : 4sand).

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

In trusses and trussed purlings in buildings.

Providing & fixing 0.60 mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 micron over 5 micron primer coating to back coat of polyster of 5 micron over 5 micron primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm diameter s with prepainted limpet rubber washers complete with all accessories as required as per direction of Engineer in Charge.

Providing ridges or hips 60cm over all in plinth with galvanised iron G.I. sheet fixed J or L hooks bolts and nuts 8mm dia G.I limpet and bitumen washers complete.

Providing valley 90cm over all in plain G.I. sheets fixed with galvanised iron J or L hooks bolts and nuts 8mm dia G.I. limpet and bitumen washers complete.

Add For Manually operated gantry to hoisting Chain pulley with other hoisting mechanism capacity of 6 MT)

Excavation in earth work and filling in 15 cm. layers in foundation & plinths including ramming, watering and consolidating complete in all respect including carriage of materials within all leads and lifts and as per the direction of the Engineer-in-Charge.

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

Steel work welded built up sections, trusses and framed work , including cutting , hoisting , fixing in position and applying a priming coat of red lead paint in gratings framed guard bars, ladders,. railling, brackets and similar works

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

Supply, delivery, erection and commissioning of following capacity of micro-controller based water disinfection equipment using Silver - Ionization process based on Oligodynamic technology i/c control panel, water chamber, electrode, interconnecting pipe line, field test kit, outer cabinet, voltage stabilizer, water flow meter, booster pump, booster bed pump, etc complete. 25000 LPH with 2 years AMC

Provision for Solar teck stand dusk to dawn automatic operation with 74 watt Panel , 74 Ah tubular battery with 1 x11 watt CFL with two days autonomy with 5 mtres pole.

( I-- Collection Tank) C/O RCC U/G/R of 80000 ltrs.capacity ) ( II-- MBR ) C/O RCC OHSR 225000 Ltrs Cap with 15.00mtrs S/Ht. (III- SECTOR TANKS ) ( C/O RCC OHSR 160000 Ltrs Cap with 15 .00 mtrs S/Ht , C/O RCC OHSR 100000 Ltrs Cap with 15.00 mtrs S/Ht. &)C/O RCC OHSR 70000 Ltrs Cap with 15.00 mtrs S/Ht.

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 & watering & then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts.

Providing and laying cement concrete using M - 10 concrete mix with graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts

Providing & laying cement concreteM- 30 not less than 1:1.5:3 mix concrete using aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :-

Foundation,footing.bases of columns & the like & the mass concrete.

Wall (any thickness,but not less than 0.10 mtr.thickness) attached pilasters,buttresses,plinth & string courses etc. from top of foundation level (i)upto floor two level

(ii) floor four level to floor five level

Column,pillars,posts & struts upto floor two level

(ii) floor two level to floor three level

(iii) floor three level to floor four level

(iv) floor four level to floor five level

Lintels,beams girders bressumers & cantilevers upto floor two level

(ii) floor two level to floor three level

(iii) floor three level to floor four level

Arches upto floor two level:

(ii) floor two level to floor three level

(iii) floor three level to floor four level

Suspended floors,roofs,landings.etc. upto floor two level

(i) floor two level to floor three level

(ii) floor three level to floor four level

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 centering below supporting floor two level.

(i) Foundation,footing,bases of columns etc.and mass concrete.

(ii) Flat surface such as soffits of suspended floors,roofs,landing and the like

(iii) Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses, plinth & string courses and the like.

(a) Upto 4.00 mtrs.

For Vertical surfaces of tank

(iv) Columns,pillars.posts & struts

(b) Beyond 4.00 mtrs.

(v) Beams, cantilever, girders & lintels.

Sides & soffits of beams,beam haunchings, catilevers, bressumers & lintels not exceeding 1.00 mtr.depth in all ht.from floor.

(vi) Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtrs.height.

Beyond 4.00 mtr.height.

Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level.

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement :3 Sand) complete in all respect within all leads & lifts.

Finishing wall with water proofing cement paint of approved brand & maunfacture and of required shade on undecorated wall surfaces (two coats) to give an even shade after throughly brushing the surface to remove all dirt & remains of loose powedered material etc.

Providing & fixing 500 mm dia.SFRC man hole cover with frame and the weight of frame & cover should not be less than 100 kg complete in all respect within all leads & lifts.

P/Laying GMS/MS Pipes conforming to relevants BIS codes of below mentioned diameters fully jointed with MS Flanges of Table - 5 as per IS :6392 - 1971 excluding the cost of excavation in trenches complete in all respect within all leads & lifts.

Steel work welded in built up sections,trusses & framed work i/c cutting, hoisting,fixing in position & applying a priming coat of red paint.In grating,framed guard bars,ladders,railing,brackets & similar works.

P/Laying GMS Pipes conforming to IS 1239 - 1979 (Part-1) screwed & socketed joints (L ) excluding the cost of excavation in trenches

Providing & fixing CI sluice valve (with hand wheel)/approved make as per IS:780 - 1984 Class-I upto 300 mm dia i/c brass spindle & as per 2906 - 1984 Class II for diameters more than 300 mm complete with bolts,nuts,rubber insertion etc,(The tail pieces if required shade etc.

Providing & fixing bends of required degrees made from parent tubes conforming to relevant codes fully flanged with MS Flange of Table - 5 conforming to IS: 6392 - 1971 complete in all respect within all leads & lifts.

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

Providing under layers for plinth protection 75 mm thick (unconslidated) bed dry brick/stone aggregate 40 mm nominal size well rammed & grouted with fine sand i/c preparation of ground complete in all respect within all leads & lifts.

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

With 150mm th.walls of RCC 1:2:4 (1cement : 2 sand :4 graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways.

P/Fixing of below items required for OHSR complete.

MS Sheet Locking arrangement for Manhole

Lightening Conductor

Water measurement gauge

Vent Pipe i/c CI cowl complete

Flanged bell mouth a/w puddle collars

Expansion joints

Provision of duck foot bends, Providing & fixing MS sheet locking arrangement for protecting the storage tanks, protection works with drain in an around the periphery of tanks & Bypass arrangement for cleaning of under Ground Tanks

Gravity Main from Sector tanks to Sector tanks) and distribution system)

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 earth within all leads and lifts 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.

For New proposed pipe in pick & jumper work

Laying,jointing and testing GMS S/S pipes including cost of bends complete as per IS:1239 - 1979, Part - I, Light grade/ Medium class, of following diameters in trenches complete in all respect as per direction of Engineer - in Charge.(Earth work in trenches to be measur(Earth work in trenches to be measured and paid for separately )

25 mm Dia (Light class)

32 mm Dia (Light class)

40 mm Dia (Light class)

50 mm Dia (Light class)

65 mm Dia (Light class)

80 mm Dia (Light class)

100 mm Dia (Light class)

125 mm Dia (Medium class)

Providing and fixing gun metal gate/wheel/butterfly vales/approved make of the following dia

25 mm Dia.

32 mm Dia.

40 mm Dia.

50 mm Dia.

65 mm Dia.

Providing and fixing CI sluice gun metal gate/wheel/butterfly vales/approved make of the following dia

80 mm Dia.

100 mm Dia.

125 mm Dia.

Providing and fixing air release valve /approved make25 mm dia.

Dismentalling of old GMS pipes in existing distribution system where changing is required of following diameters including stacking of material at site in all leads and lifts and as per the direction of the Eng .in- charge 15 mm dia.

Computer Server for Management and Control

Provision and installation of flow measurement devices to be installed at discharge point of the Tank , MBRs with appropriate sensors along-with the provision with the required data transmission system to central station for analysis with appropriate power backup system.

OPERATION AND MAINENANCE OF SCHEME FOR 3 YEARS

Operation and maintenance of Scheme from source to main/sector storage tank/gravity main, distribution mains etc. and to keep all structure/machinery/ facility to proper working O&M includes the the regular i.e daily supplying of designed /required quantity of potable water having water quality as per of water supply to the benefiaries of the scheme up to main storage / delivery tank from above mentioned source to main / sector storage tanks at different location as per plan and repair and maintenance of main lines , gravity lines and entire distribution mains of scheme, regular maintenance of all the facilities i/c cleaning, washing oil and greasing repair, replacement of wornout/ damaged parts of pumping machinery, pipe lines valves and and electrical mechanical requirements regular cleaning of all structure like collection tank, storage tank, pump house etc.and disposal of same as per the direction of Engineer- in- Charge. Fixing/ repairing/ leakage in civil structure pipe line , pumping machinery etc. proper distribution of treated water and regular testing of water samples .Maintaining log book of running of pumping machinery register for sample reports and consumption of chemicals. keeping regular and proper record of water quantity and quality , repair and maintenance work chemical dosing and time and and hours of run of pumping machinery, removed of all kind of slips , slush, up -rooting of unwanted grass, shrub, weeds etc.growing near the structure and keeping the area neat and clean to the entire satisfaction of engineer- in -charge.. Planting and maintenance plant of flowers/ trees around the pump house storage tank etc. as per the entire satisfaction of Engineer-in Charge i/c the cost of procurement of adequate and and proper tools and plants , skilled and unskilled manpower, spare parts, oil/grease/lubricants, chemicals for water treatment and all kinds of regents required for water sample testing and making stand by arrangement all times, istrument,equipments,stationery and any other material etc. required for O&M excluding the cost of energy charges. all the operation shall be carried out asper the CPHEEO mannual of the water supply and treatment( latest addition) HP PWD/JSVspecification HP & JSV norms direction issued by the Engineer-in -Charge from time to time and sound Engineering practice. The O&M part will commence from date of completion of successful trial &test run 3 month period after physical completion of all components

Operation & maintenance for Ist year

Operation & maintenance for 2nd year

Operation & maintenance for 3rd year

Deepak Kumar Beetan

MS Kamal Dev Sharma