Providing functional households tap connections (FHTC) to left out households under providing Multi villages piped water supply Scheme for kutlehar constituency in Dundla Block and part of Una and Amb Block Distt Una (HP)

Amount

Schedule A1- Providing and Laying of Rising Mains

Excavation in foundation, trenches including jungle clerance ( for pipes & pits) up to al depths in all classifiaction of earth work such as Pick Work,jumper work staurated soil including bailing of pumping out water,blasting soft/hard of chiselling soft,hard rock where balsing is prohibited all lifts inculding trimming and dressing of sides levellling of beds to crrect grade including shoring srtutting planking timbering and dewatering wherever required stacking the usable an dunusable material/soil separately and after laying ointing and tesing of pipes returning the usable soil to trenches in 15 cm ( fifteen centimeters) layers including consolidating of such deposited layer by remming and watering and then disposing of all surplus soil,unuable materials as directed within all eads and lfits including retoration of un-matalled surface to its original condition and also inculding cost of diversion of traffic night signals fixing caution boards,crossing over trenches for access to house etc. complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing, laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked GMSERW pipes of various grade "L-290/L-210" conforming to IS/ISO-3183-2007 or its equivalent API specifications latest with upto date amendments of following dia with upto date amendments 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/ISO-4736-1986 or latest with upto date amendments & shall be engraved with grade "L-290" code IS/ISO-3183-2007 or its equivalent. The laying shall conform to BIS 5822-1970 or latest with upto date amendments to the entire satisfaction of Engineer-in-charge (MS Flanges and butt welding joint shall be measured and paid for separately).( 95 % of the total Joints for Butt Welding & 5% of the total joints for MS Flanges).

Rising Main (For Booster Stage From T/well to Collection Tank, From Dangoli to MBR Talai & Dohagi 3rd stage to MBR Dollu )

Rising Main From Dangoli Head works to MBR Talai

GMSERW pipe 150 mm dia 6.40 mm thick RD 0/0 to 5000 ( L-290 or X42 )

GMSERW pipe 150 mm dia 5.60 mm thick RD 5000 to 6000 ( L-290 or X42 )

GMSERW pipe 150 mm dia 4.80 mm thick RD 6000 to 13500 ( L-290 or X42 )

Rising Main From 3rd stage Dohagi to MBR Dollu

GMSERW pipe 100 mm dia 6.40 mm thick RD 0/0 to 400 ( L-210 or Grade A )

GMSERW pipe 100 mm dia 4.80 mm thick RD 400 to 1485 ( L-210 or Grade A )

Booster Stage From T/Well to Collection Tank at Head works Dangoli

Laying,Jointing and Testing in trenches Galvanized mild steel flanged pipe (Heavy class) of below mentioned dia and grade conforming to IS 1239-2004 (with latest ammendments uptodate as per classification of pipe as specified below). The laying of pipe shall confirm to BIS-5822 (with latest ammendments uptodate), allkind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube within all leads and lifts. ( Earth work in trenches, M.S. flanges and butt welded joints to be measured and paid for separately)

GMS pipe 150 mm dia (HG) 5.40 mm thick RD 0 to 180

Providing, Fixing and welding of M.S flanges ( In pairs) for the joints of G.I. pipes mentioned as below and same shall conform to BIS code 6392-1971(Latest with upto date ammendments )including the cost of nuts & bolts of required sizes, 3mm (minimum) thick compressed asbestos fibre / synthetic rubber gasket conforming relevant BIS standards and it shall also include carriage of materials with in all leads and lifts complete in all erspect to the best satisfaction and direction of the Engineer-in-Charge. (5% of the total joints)

Booster Stage From T/Well to Collection Tank at Head works Dangoli

Dia of pipe Table welding code Gasket code from To

Rising Main From Dangoli Head works to MBR Talai

Rising Main From 3rd stage Dohagi to MBR Dollu

Providing circumferential butt welded joints three layers by electric arc welding to following dia and class Pipe welded in a requisite number of weld runs so as to achive the minimum effective thickness of weld conforming to IS 816-1969 specification by welding electrodes of 2.5mm to 6.3mm of Adwani Oerlikor (Abore)- CITOJT/ZSAB make conforming to IS 814- 1991 at site of work complete in all respect including manual/ mechenical handling of pipe within all leads and lifts and to entire satisfaction of the Engineer-in-charge. (95% of the total joints)

Booster Stage From T/Well to Collection Tank at Head works Dangoli

150 MM Dia GMS (Heavy Class) RD 0 to 180

Rising Main From Dangoli Head works to MBR Talai

150 MM Dia GMSERW (L-290 or X42) RD 0 to 13500

Rising Main From 3rd stage Dohagi to MBR Dollu

100 MM Dia. GMSERW (L-210 or Grade A) RD 0 TO 1485

Providing double flanged Cast Steel Non Return Valve, following class of Leader/ Kirloskar/LP and 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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Rising Main From Dangoli Head works to MBR Talai

Class ASA- 600, Table-34

Class ASA- 300,Table-28

Rising Main From 3rd stage Dohagi to MBR Dollu

Class ASA- 600, Table-34

Providing and fixing screwed type cast iron air valve various dia of Leader/Bir/LP and 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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Rising Main From Dangoli Head works to MBR Talai

40 MM Dia. (Double ball type)

Dismentalling of centrifugal cast (spun) DI 200 & 250 MM presure pipe for water and gas sewage with spigot ends conforming to IS 8389/2000 in standard length of 5 mtr. For classfication K-9 as suitable for Puss on Joints (Rubber gasket joints). With cement linning inside the pipe and zink coating outside and inside complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Rising Main From 3rd stage Dohagi to MBR Dollu

From To Length (Rmt) Dia. Of Pipe

Total SCHEDULE A1

SCHEDULE A2- Schedule of Pumping Machinery (Submersible and Centrifugal)

T/Well to Collection Tank at Head Works Dangoli

Supply of submersible pumping set of reputed make such as KSB/Calama/SU/BS/Johnston,Amrut conforming 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 liffe for shaft conforming to BIS specifications.The pump shall be directly coupled to suber-sible squirrel cage electric induction motor of Kiloskar/NGEF/Joyti/Crompton make conforming 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 and tear.It should also be fitted with a device to make up expa-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.

Discharge,( Q ) = 16.84 LPS

Total Head = 57.39 Mtr.

a) SWL in Tubewell. = 24.00 mtr. bgl.

c) R.L. point of discharge = 339.00 mtr.

d) Seasonal fluctuation + draught condition + bowl assembly. 9 mtrs.

e) Drawdown in Tubewell = 6.50 mtrs.

R.L of lowest point of pumpset installation = 297.27 mtrs.

static Head. = 42.50 mtr.

Rising main. Column Pipe.

Length. =180 Mtr. Length.= 39.50 mtr.

Dia meter. = 150 mm Dia. = 150 mm

Class GMSERW Pipe Class GMS pipe (MG)

Pumping hours 16 hours/day

Altitude of installations above M.S.L. = 350 mtr.

Characteristic of water.

a) Temperature _______ Deg Cel.

b) Turbidity ________JTU.

c) Allkanity. ___________mg/ l Ca Co3

d) Size of solids ____________mm

e) others

Depthb of T/well. 124 mtr

Length of assembly pipe . 124mtr

Dia of assembly 125mtr

Dia of housing pipe 300mm

Length of housing pipe. 77 mtr

Dia of T/well assembly 300mm/200mm

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 2900 RPM

MOTOR.

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

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

Mechanical out put in H.P. 30 H.P considering 60 % efficiency.

Class of insulation :Class B

The motor should be able to withstand intial current of 2.5 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.

Operaating Range: -25 %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 Havells /L&T standard make and having capacity extra of the operational rating as per IS ;4864.1978 with upto date amendments complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing MS Sheet steel fabricated floor mounted closed ( Almirah type ) switch board including angle iron post of suitable height and size ISA 40x40x6 mm duly painted with sheet of 16 gauge comprising and capable of mounting the following accessories with all internal connections complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

MCB of L&T 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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

ELCB of recommended make L&T/GEC as per IS ;2516-1985 with up to 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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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 ) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Three phase indicator lamps complete with toggle switches for individual motors as per IS: 3452 (P-I&II) with upto date ammendments complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Capacitor of BHEL/GEC/ L&T make as per IS ; 2834-1968 with upto date amendme-nts,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 capa-citor as per IS : 4064-1978 with upto date amendments . Rating of capacitor will be approved by HPSEB complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing star delta line starter of ME/ Kilburn/ make as per IS : 8544-1979 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 prventor as per IS ;1248 ( P-5)1983 with up to date amendments complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing double flange Cast Iron Sliuce valve of Leader / Kirloskar Gled/ Bhel/Foudress/Kartar/LP and approved make for the delivery line of pump and capable of withstanding the normal seat pressure and as per IS ;780-1992 ( Cast Iron )as the case may be with latest amendments. For Column Pipe 100 mm dia

Providing double flanged swing type Cast Iron Reflux valve of Kartar make, having Bye pass arrangement on the delivery line of pump and capable of withstanding the normal seat pressure and as per IS : 5312/1984 Part 1 ( Cast Iron ) as the case may be with latest amendments. For Column Pipe 100 mm dia

Supply of PVC 3 core jointless, flat water proof cable as per BIS 694-1998 latest with upto date amendments, 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.

Providing and lowering GMS(M) Column pipe assembly 125mm dia(MG) including MS flanges of Table 7 as per IS : 6392-1971 with upto date amendments, rubber/asbestos gasket of min. 3mm 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 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.

Installation of all above items as per the systematic drawing attached with the documents or as per the direction of Engineer - in- charge.

Providing and laying copper PVC insulated 3 core 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 make including all othe accessor-ies such as thimble, flexible pipes, solder nuts and bolts,cable glands etc. laid in pipes of trenches under floor.

Providing and fixing double earthing with Copper plate 600mmx 600mm x3mm thick electrode complete with material such as thimble, nuts and bolts,charcoal,salt, 25x5mm copper strip as per IS 3043-1987 with upto date amendments for motors and other eletrical equipments and digging of pits etc. complete in all restect as per the dirction of Engineer - in - Charge.

Dangoli Head Work to MBR Talai (Centrifugal)

Providing horizontal spindle ,horizontal / radial split casing / end suction (back pull out arrangement). Single / double / multi stage recommended make such as Mather and Platt /KSB/Beacon weir/Kirloskar / Jyoti 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 and suitable for operation on operation on 415 (+/-15%) volts. 50 Cycles/Sec., 3 phase AC electric supply. The power of electric motor/motors should be at least + 10% in excess of the maximum power required by the of (+10%) and (-25%) of the duty point head.pump/pumps in the Operation range The motor/motors as per IS 325 IS 1978 with upto date amendments 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.

Discharge (Q) 11.79 LPS.

Total Head (H) 556.85 mtrs.

a) LWL In Sump well 335.50_mtr

b)R.L. of shaft 336.77 __mtrs.

c) R.L. of discharge Pt. _806.4_ mtrs.

d)Suction lift. Postive 0.00 mtrs.

e) Discgharge Head 3.00 mtrs.

f) Static Head 470.40 mtrs.

Rising main.

Length 13500 mtrs.

Diameter 150 MM

Class GMSERW

Pumping hours. 16 hours.

Altitude of installations above M.S.L 350_mtrs.

Characteristic of Water

a)Temperature ____20____Deg.Col.

Providing ICTP Main Switch with HRC fuses of L&T / Havells make and having capacity extra of the operational rating as per IS-4864 : 1978 with upto date amendments, immediately after the Energy meter of the HPSEB complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

MCB of L&T/MEI make and of suitable capacity on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage releases as per IS: 2516-1985 with upto date amendments complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

ELCB of recommended make L&T/MEI 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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

ICTP switches with HRC fuses of L&T/Havells make and of suitable capacity as per IS: 4064-1978 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 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 of 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 as per IS: 4064-1978 with upto date ammendments, Rating of capacitor will be approved by HPSEB.

Providing suitable Auto transformer starter of L&T make as per IS:8544-1979 with upto date ammendments for squirrel cage/slip ringmotor 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 mayu be with single phase preventor as per IS 1248 (P-V)-1983 with upto date ammendments complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing double flanged Cast Steel Sluice valve of Leader/ Kartar/Kirloskar/LP and approved make for the delivery line of pump and capable of with standing the normal Seat Pressure as per BS 1414/API 600 (Cast Steel), as the case may be with latest ammend-ments complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work For Delivery Pipe of Pump. 100 mm dia.

Providing double flanged swing type Cast steel Reflux valve / Kartar/ Leader/ Kirloskar/LP and approved make, having Bye pass arrangement on the delivery line of the Pump and capable of with standing normal Seat Pressure as per BS 1868/API-600 (Cast Iron) or as per BS 1868/API-6D (Cast Steel) as the case may be with latest ammendments complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work For Delivery Pipe of pump. 100 mm dia.

Providing double flanged swing type Cast Steel Reflux Steel Valve of Leader/ Kirloskar/LP and approved make having Bye pass arrangement on the Rising main of scheme capable of with standing normal Seat Pressure BS 1868/API-6D (Cast Steel),as the case may be with latest ammendments. For Rising main. 150 mm dia.

Providing pressure gauge of Prega/Precision make complete wioth all accessories such as stop cock, Copper tubing as per IS: 3624-1987 with upto date ammendments.(80 mm dia) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Installation of all above items as per the systematic drawing attached with the tender documents or as per the direction of Engineer-in Charge.The contarctor should ensure proper jointing of delivery pipe line of pump with the Rising main including all necessary accessories like increaser /reducer specials etc. as per site conditions and as per direction of the Engineer-in Charge.

Providing and fixing double flanged MS 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 indicated in the Drawing i/c rubber/ asbestos gasket of 3 mm thickness as per IS : 2712-1972 and required number of Nuts and Bolts as per 1364-1983 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

The size of various components to be as under:-

i) Suction Pipe 150 mm dia. GMS (HC)

ii) Delivery Pipe 125 mm dia. GMSERW (6.40 MM, L-290)

iii) Common Head 150 mm dia. GMSERW (6.40 MM, L-290) and will extend upto 10 metres from the outer wall of the pump house in the direction of Rising main of 150 mm dia to be joined.

Providing and laying 3 core copper PVC Insulated 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 make including all other accessories such as thimble, flelxible pipes, solder, nuts & bolts, cable glands etc. laid in pipes or trenches under floor complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing and fixing double loop earthing with copper plate 60 mm x 600mm x3mm thick electrode complete with material such as thimble, Nuts & Bolts charcoal, salt 25 mm x 5 mm copper strip as per IS:3043-1987 with upto date amenments for motors and other electrical equipments and digging of pits etc. complete in all respect as per the direction of the Engineer-in-Charge. GI 32 x 5MM

3rd Stage Head Works Dohagi to MBR Dollu (Centrifugal)

Providing horizontal spindle ,horizontal / radial split casing / end suction (back pull out arrangement). Single / double / multi stage recommended make such as Mather and Platt /KSB/Beacon weir/Kirloskar / Jyoti 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 and suitable for operation on operation on 415 (+/-15%) volts. 50 Cycles/Sec., 3 phase AC electric supply. The power of electric motor/motors should be at least + 10% in excess of the maximum power required by the of (+10%) and (-25%) of the duty point head.pump/pumps in the Operation range The motor/motors as per IS 325 IS 1978 with upto date amendments 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.

Discharge (Q) 7.77 LPS.

Total Head (H) 481.96 mtrs.

a)LWL In Sump well 683.49_mtr

b)R.L. of shaft 680.50__mtrs.

c)R.L. of discharge Pt. _1131.25_ mtrs.

d)Suction lift. Postive 1.20 mtrs.

e)Discgharge Head 3.00 mtrs.

f) Static Head 432.40 mtrs.

Rising main.

Length 1485 mtrs.

Diameter 100 MM

Class GMSERW

Pumping hours. 16 hours.

Altitude of installations above M.S.L 850_mtrs.

Characteristic of Water

a)Temperature ____20____Deg.Col.

Providing ICTP Main Switch with HRC fuses of L&T / Havells make and having capacity extra of the operational rating as per IS-4864 : 1978 with upto date amendments, immediately after the Energy meter of the HPSEB complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

MCB of L&T/MEI make and of suitable capacity on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage releases as per IS: 2516-1985 with upto date amendments complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

ELCB of recommended make L&T/MEI 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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

ICTP switches with HRC fuses of L&T/Havells make and of suitable capacity as per IS: 4064-1978 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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Capacitor of 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 of 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 as per IS: 4064-1978 with upto date ammendments, Rating of capacitor will be approved by HPSEB complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing suitable Auto transformer starter of L&T make as per IS:8544-1979 with upto date ammendments for squirrel cage/slip ringmotor 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 mayu be with single phase preventor as per IS 1248 (P-V)-1983 with upto date ammendments.

Providing double flanged Cast Steel Sluice valve of Leader/ Kartar/Kirloskar/LP and approved make for the delivery line of pump and capable of with standing the normal Seat Pressure as per BS 1414/API 600 (Cast Steel), as the case may be with latest ammend-ments complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work For Delivery Pipe of Pump. 80 mm dia.

Providing double flanged swing type Cast steel Reflux valve / Kartar/ Leader/ Kirloskar/LP and approved make, having Bye pass arrangement on the delivery line of the Pump and capable of with standing normal Seat Pressure as per BS 1868/API-600 (Cast Iron) or as per BS 1868/API-6D (Cast Steel) as the case may be with latest ammendments complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work For Delivery Pipe of pump. 80 mm dia.

Providing double flanged swing type Cast Steel Reflux Steel Valve of Leader/ Kirloskar make having Bye pass arrangement on the Rising main of scheme capable of with standing normal Seat Pressure BS 1868/API-6D (Cast Steel),as the case may be with latest ammendments. For Rising main. 100 mm dia.

Providing pressure gauge of Prega/Precision make complete wioth all accessories such as stop cock, Copper tubing as per IS: 3624-1987 with upto date ammendments.(80 mm dia)

Installation of above all items appearing as per the systematic drawing attached with the tender documents or as per the direction of Engineer-in Charge.The contarctor should ensure proper jointing of delivery pipe line of pump with the Rising main including all necessary accessories like increaser /reducer specials etc. as per site conditions and as per direction of the Engineer-in Charge.

Providing and fixing double flanged MS 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 indicated in the Drawing i/c rubber/ asbestos gasket of 3 mm thickness as per IS : 2712-1972 and required number of Nuts and Bolts as per 1364-1983complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

The size of various components to be as under:-

i) Suction Pipe 100 mm dia. GMS (HC)

ii) Delivery Pipe 80 mm dia. GMSERW (6.40 MM, L-290)

iii) Common Head 100 mm dia. GMSERW (6.40 MM, L-290) and will extend upto 10 metres from the outer wall of the pump house in the direction of Rising main of 100 mm dia to be joined.

Providing and laying 3 core copper PVC Insulated 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 make including all other accessories such as thimble, flelxible pipes, solder, nuts & bolts, cable glands etc. laid in pipes or trenches under floor complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing and fixing double loop earthing with copper plate 60 mm x 600mm x3mm thick electrode complete with material such as thimble, Nuts & Bolts charcoal, salt 25 mm x 5 mm copper strip as per IS:3043-1987 with upto date amenments for motors and other electrical equipments and digging of pits etc. complete in all respect as per the direction of the Engineer-in-Charge. GI 32 x 5MM

SCHEDULE A3 :- C/O Pump House Cum attendant/Chowkidar room and Chlorination room as per standard drawings, separate toilet room, septic tank at Dangoli and Dohagi and wiring of Pump House and Chlorination room

Excavation in foundation, trenches including jungle clerance ( for pipes & pits) up to al depths in all classifiaction of earth work such as pick work ,jumper work staurated soil including bailing of pumping out water,blasting soft/hard of chiselling soft,hard rock where balsing is prohibited all lifts inculding trimming and dressing of sides levellling of beds to crrect grade including shoring srtutting planking timbering and dewatering wherever required stacking the usable an dunusable material/soil separately and after laying ointing and tesing of pipes returning the usable soil to trenches in 15 cm ( fifteen centimeters) layers including consolidating of such deposited layer by remming and watering and then disposing of all surplus soil,unuable materials as directed within all eads and lfits including retoration of un-matalled surface to its original condition and also inculding cost of diversion of traffic night signals fixing caution boards,crossing over trenches for access to house etc. complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing and laying cement concrete 1:6:12 ( 1 cement : 6 sand : 12 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Random rubble masonary / Polygonal rubble masonary (coursed or brought to courses with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 in cement mortar 1:6 ( 1 cement : 6 sand) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Boulder filling under floor dry hand packed tightly in all leads and lifts complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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

(a) Foundation footing bases of columns and the like mass concrete with in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge.

Side and sofits of Beam cantilever extra and the like mass concrete with in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge.

Columns, pillars, post and struts.and the like mass concrete with in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge.

i) Square, rectangular or polygonal in plan.and the like mass concrete with in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge.

ii) Circular in plan.and the like mass concrete with in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge.

Beams,cantilivers,girders and lintels sides and soffits of beams,beam haunchings, cantilivers , girders, bressumers and lintels not exceeding 1 metre in depth complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Edges of slab and breaks in floors and walls under 20 cm wide complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Colunms pillars posts and struts upto floor two level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

i) Square or rectangalar in Plan complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

ii) Circular in plan complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Brick work using common burunt clay building bricks in foundation and plinth in cement mortor 1:6 (1 cement : 6 sand) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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 Pannel Glazzed shutter for. door ,windows complete including applying a priming coat of red lead paint.using flat 30mm x6mm for diagonal braces and control cross/pieces complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

6mm cement plaster to ceiling in CM 1:3 ( 1Cement :3 Sand) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Pointing on brick work with cement mortor 1:3 (1cement : 3 sand) Raised and cut complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing and fixing anodised MS sliding door bolts with bolts and nuts screws etc. complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing and fixing anodised MS tower bolts ( barrel type) with screws etc. complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing ad fixing anodised MS handles with necessary screws etc.complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 20 mm nominal size complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

White glazed tiles 6 mm thick in flooring cement mortar 1:3 (1cement : 3 sand) finished with flush pointing in white cement complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

White glazed tiles 6 mm thick in flooring cement mortar 1:3 (1cement : 3 sand) finished with flush pointing in white cement complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Half bricks masonry in common burnt clay building bricks in cement mortar 1:4 (1cement : 4sand) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

In trusses and trussed purlings in buildings complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing corrugated G.I. sheet roofing fixed with galvanised iron J or L hooks bolts and nuts 8mm diameter with bitumen and G.I. limpet washers filled with white lead complete excluding the cost of purlins rafters and trusses complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

i) 0.80 mm thick sheet.

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 in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

i) 0.80 mm thick sheet.

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 in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Add For Manually operated gantry to hoisting Chain pulley with other hoisting mechanism capacity of 6 MT) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Chlorination Room

Excavation in foundation, trenches including jungle clerance ( for pipes & pits) up to al depths in all classifiaction of earth work such as pick work ,jumper work staurated soil including bailing of pumping out water,blasting soft/hard of chiselling soft,hard rock where balsing is prohibited all lifts inculding trimming and dressing of sides levellling of beds to crrect grade including shoring srtutting planking timbering and dewatering wherever required stacking the usable an dunusable material/soil separately and after laying ointing and tesing of pipes returning the usable soil to trenches in 15 cm ( fifteen centimeters) layers including consolidating of such deposited layer by remming and watering and then disposing of all surplus soil,unuable materials as directed within all eads and lfits including retoration of un-matalled surface to its original condition and also inculding cost of diversion of traffic night signals fixing caution boards,crossing over trenches for access to house etc. complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing and laying cement concrete 1:6:12(1cement:6sand:12 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

square rubble stone masonary coursed with hard stone of approved quality in foundation and plinth in retaining walls/breast wall including racking out joint in cement mortar 1:6(1cement:6sand) as per direction and to the entire satisfaction of Engineer-in-charge.

Providing and laying damp proof course 38mm thick with cement concrete 1:2:4 (1cement:2sand:4 graded stone aggregate 20 mm nominal size and curing complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Brick work using common burnt clay building bricks in super structures in cement mortar 1:6(1cement:6sand) complete in respects with in all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing and fixing pressed steel doors frames manufactured from commercial mild steel sheet of 1.25mm thickness including hinges jump lock jamb, beed and if reuired angle threshold of mild steel angle of section 50x25mm or base ties of 1.25mm pressed mild steel welded or refidly fixed together by mechanical means abjustable lugs with split and tails to each jamb including steel but things 2.5mm thick with guards lock strike plate and shock as specified and applying a coat of approved steel primer after pretreetment of the surface as directed by Engineer in charge.Profile-A

Providing and fixing second class deodar wood paneled glazed or paneled and glazed shutters for doors, windows and clear story 40mm thick windows including bright finished black enameled iron with necessary screws with second class deodar wood 40mm thick complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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

Suspended floors, roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto all floor level as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:1.5:3(1cement:1.5sand:3 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in wall complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing form work with steel plated 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 supp

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc. upto 200mm in thickness as per direction and to the entire satisfaction of the Engineer-in-charge.

Edges of slab and breaking in floor and walls under 20 cm wide complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

15mm 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 chamfer and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1cement:6sand) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Cement concrete flooring 1:2:4(1cement:2sand:4graded stone aggregate 20mm nominal size )laid in one layer finished with a floating coat of neat cement in 40mm thick complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

6mm cement plaster in ceiling in CM 1:3 (1cement:3sand) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing under layers for plinth protection of 75mm thick (un consolidated) bed dry brick/stone agg. 40mm nominal size will rammed, consolidated & grouted with fine sand including preparation of ground complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing, Laying mild or tor steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level Tor steel complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Boulder filling under floor in all leads and lifts complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Applying two coat of wood preservative coat on new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign sand papering and knotting in all lead and lift complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Applying priming coat on new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign sand papering and knotting ready mixed paint brushing with wood primer pink complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

White washing with lime on undecorated walls surface (two coats)to give an even shade including throughly brooming the surface dirt dust mortar dirt and other foreign matter complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dia meters bolts and nuts and wooden plug and embedding in cement concrete block 30x10x15cm 1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing and fixing anodized alminium sliding door bolts anodized transparent for type required and bright shade with necessary screw etc. complete. 250x16mm complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing and fixing M.S tower bolts (Barrel type) with necessary screw etc. complete in all leads and lifts. 200x10mm complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing and fixing M.S handles with necessary screws etc. complete 100mm complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing and fixing M.S.fan clamp (Type-I)of 16mm dia M.S. including bend upto shape with broken end in RCC. Slab door painting the exposed position of trap all as per standard design complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing and fixing of M.S. grill of required pattern in wooden frames of windows etc. with M.S. Flat square or round wire with round heads bolts and nuts or by screw plain grill as per direction and to the entire satisfaction of Engineer-in-charge.

Toilet for Dangoli Head Works and Dohagi Head Works

Excavation in foundation, trenches including jungle clerance ( for pipes & pits) up to al depths in all classifiaction of earth work such as pick work,jumper work staurated soil including bailing of pumping out water,blasting soft/hard of chiselling soft,hard rock where balsing is prohibited all lifts inculding trimming and dressing of sides levellling of beds to crrect grade including shoring srtutting planking timbering and dewatering wherever required stacking the usable an dunusable material/soil separately and after laying ointing and tesing of pipes returning the usable soil to trenches in 15 cm ( fifteen centimeters) layers including consolidating of such deposited layer by remming and watering and then disposing of all surplus soil,unuable materials as directed within all eads and lfits including retoration of un-matalled surface to its original condition and also inculding cost of diversion of traffic night signals fixing caution boards,crossing over trenches for access to house etc. complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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 respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

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 1st class bricks complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Half brick work using common burnt clay building bricks in superstructure above 1st floor level in cement mortar 1:4( 1Cement, 4 Sand ) of 2nd class bricks complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

20 mm thick cement plaster in single coat on rough side of brick/stone/concrete walls for interior plastering up to floor -2 level including arrisses,internal rounded angles,chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with in all leads and lifts in C.M 1:6 ( 1 cement,6 sand ) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

6 mm thick cement plaster to ceiling in C.M.1:3 (1Cement,3 sand) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

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 :-

(a) Flat surfaces such as soffits of suspended floors,roofs,landing and the like floor etc. up to 20 mm in thickness including complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and laying cement concrete 1:2:4 (1cement,2 sand,4 graded stone aggregate 20 mm nominal size ) and curing complete excluding cost of form work and reinforcement for RCC work in complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work. :-

( a) Suspended floors,roofs,landing and shelves and their supports balconies,beams, girder,bressumers and cantilever up to floor-2 level with complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing tor steel reinforcement for RCC work including bending binding and placing in position complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

White washing with lime on un-decorated wall surfaces ( two coats ) to give an even shade including throughly brooming the surface to remove all,dirt,dust,mortar and other foreign matters complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and fixing pressed steel door frames manufactured from commercial mild steel of 1.25 mm thickness I/chinges fans lag joints bend and if required threshhold of mild steel angle etc.(a) Profile "A" with in all leads and liftscomplete in all respect. -

Providing and fixing glazed and pannelled,glazed or pannelled shutters for doors, windows & clerestory windows I/c bright finished/ black enamelled iron butt hinges with necessary screws.(a) 40 mm thick 2nd class deodar wood with in all leads and liftscomplete in all respect.

Providing and fixing Toilet Sheet ( Orrisa Pan) Cera make complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and fixing Plastic Tank (500 Ltr.) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and fixing Flushing Cistern ( 5 Ltr) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Spetic Tank for Dangoli Head Works and Dohagi Head Works

Excavation in foundation, trenches including jungle clerance ( for pipes & pits) up to al depths in all classifiaction of earth work such as pick work,jumper work staurated soil including bailing of pumping out water,blasting soft/hard of chiselling soft,hard rock where balsing is prohibited all lifts inculding trimming and dressing of sides levellling of beds to crrect grade including shoring srtutting planking timbering and dewatering wherever required stacking the usable an dunusable material/soil separately and after laying ointing and tesing of pipes returning the usable soil to trenches in 15 cm ( fifteen centimeters) layers including consolidating of such deposited layer by remming and watering and then disposing of all surplus soil,unuable materials as directed within all eads and lfits including retoration of un-matalled surface to its original condition and also inculding cost of diversion of traffic night signals fixing caution boards,crossing over trenches for access to house etc. complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing and laying cement concrete 1:3:6 ( 1 cement,6 sand,12 graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

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 1st class bricks complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

20 mm thick cement plaster in single coat on rough side of brick/stone/concrete walls for interior plastering up to floor -2 level including arrisses,internal rounded angles,chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with in all leads and lifts in C.M 1:6 ( 1 cement,6 sand ) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

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 :-

(a) Flat surfaces such as soffits of suspended floors,roofs,landing and the like floor etc. up to 20 mm in thickness including complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and laying cement concrete 1:2:4 (1cement,2 sand,4 graded stone aggregate 20 mm nominal size ) and curing complete excluding cost of form work and reinforcement for RCC work in complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work. :-

( a) Suspended floors,roofs,landing and shelves and their supports balconies,beams, girder,bressumers and cantilever up to floor-2 level with in all leads and lifts complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing tor steel reinforcement for RCC work including bending binding and placing in position complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and Fixing CI Man Hole Cover with frame (Medium duty) 500 mm internal dia weight of cover not less than 100 Kg. i/c complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and fixing sand cast/ Cast iron spun spigot & socket soil, waste and vent. Pipe 100 mm dia i/c cowl complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Wiring of Pump House at Head Works Dangoli

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 conduit and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable complete in all respect. "Group-C"

Wiring for 3pin 5/6 amp socket outlet point on swich board in (surface/recessed PVC wiring system) and 5/6 amp tumbler piono type switch earthing the 3 pin painting etc as required with in all leads & lifts complete.

Wiring for power plug with (2x4 Sq.mm) PVC insulated,heat resistant flame retardant(HRFR) and low smoke single core(flexible)copper conductor cable in surface/recessed PVC conduit along with 1 No. 4 Sq.mm. HRFRLS/PVC insulated sigle core copper conductor cable for earthing as required including carriage of material with in all leads & lifts complete.

Wiring for light plug with (2x1.5 Sq.mm) PVC insulated,heat resistant flame retardant(HRFR) and low smoke single core(flexible)copper conductor cable in surface/recessed PVC conduit along with 1 No. 1.5Sq.mm. HRFRLS/PVC insulated sigle core copper conductor cable for earthing as required including carriage of material with in all leads & lifts complete.

Wiring for circuit/sub-main with 2x10 Sq. mm size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No. HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required including carriage of material with in all leads & lifts complete.

Supplying and fixing metal box of 180mmx100mmx60mm deep (nominal size) on surface/recess with suitable size phenolic laminated sheet cover in the front including providing and fixing 3 pin 15/16 amps socket outlet and 15/16 amps, piano type switch, connections, ainting etc. as required..

Supplying and erection of floor mounted fixed type metal frame work / boards of welded construction for switch gear mounting fabricated with M.S. angle iron (50 mm x 50 mm x 6 mm thick) of suitable dimensions with supporting members grouted 23 cm underground and frame work covered with 3mm thick M.S. sheet from top to a given height, with M.S. angle iron / 50mmx50mmx 6mm thick welded on the back and grouted into the back wall complete with painting and bonding to the existing earth as required with in all leads & lifts complete.

Supplying and fixing of following way, single pole and neutral sheet steel MCB distribution board, 240 volts, on surface / recess, complete with tinned copper bus- bar, wireset, neutral link, earth bar, din-bar, detachable gland plate, blanking plate, cable, identification labels interconnections, phosphatized and powder painted, including earthing etc. as required with in all leads & lifts complete.Double door-8 way

Supplying and fixing 63Amp rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required with in all leads & lifts complete. Cat. A

Supplying and fixing 63 amp rating, double pole (single phase & neutral) 240 volts, residual current circuit breaker (RCCB), having a sensitivity current up to 300 miliampers in the existing MCB DB complete with connections, testing and commissioning etc. as required with in all leads & lifts complete Cat. A

Supplying and fixing 5 to 32 amp rating 240 volts "L" series MCB of single pole in the existing MCB DB complete with connection, testing and commissioning etc as required with in all leads & lifts complete.

Providing, Installation, testing and commissioning of ceiling fan with regulator, including wiring the down rods of standard length (up to 30 cm) with 16/0.20 mm twin twisted flexible, cotton braided, copper cable, including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc. as required with in all leads & lifts complete. Ceiling Fan 1200 mm sweep, Category-A

Providing, Installation, testing and commissioning of prewired flourscent tube fitting 1x40 watt box type Cat A i.e. Bajaj make complete with balast starter and capacitor but excluding flourscent tube rod suitable to operate on 240volt single phase AC supply directly on surface with copper wiring as required complete as per direction of the Engineer-in-charge.

Earthing with G.I earth pipe 4.5 mtr. long and 40mm dia, including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. ( but without charcoal or coke and salt ) complete as required.

Extra for using salt and charcoal for pipe earth electrode complete as required complete as per direction of the Engineer-in-charge.

Supplying and laying 6 SWG G.I. wire on surface / recess for loop earthing as required complete as per direction of the Engineer-in-charge.

P/F street light fixture 40watts 4 feet long complete with choke starter i/c connection complete as required complete as per direction of the Engineer-in-charge.

Wiring of Chlorination Room

Wiring for light/Fan point/Exhaust fan point/call bell point with 1.5 Sq.mm PVC insulated copper conductor cable in surface/recessed PVC conduct at required including carriage of all material within all leads and lifts. Group "C"

Wiring for light/power plug with 2 x 4 Sq.mm PVC insulated copper conductor or single core cable in surface/recessed steel conduit alongwith 1 No. 2.24 mm dia bare copper wire for loop earthing as required including carriage of materials within all leads and lifts.

Wiring for circuit wiring with 2 x 1.5 Sq.mm PVC insulated copper conductor single core cable in surface/recessed steel conduit as required including carriage of material within all leads and lifts.

Wiring for sub-main wiring with the following size of copper conductor single core cable in surface/recessed steel conduit as required including carriage of materials upto all leads and lifts. 2x6 Sq.mm

Supplying and fixing metal box of 180 x 100 x 60mm deep (Nominal size) on surface/recess with suitable size phonolic leminated sheet cover fixing 3 pim 15/16 amps socket tumber/piano type switch connections painting etc. including carriage of materials within all leads and lifts.

Supplying and fixing backellite batten/angle holder including connection as required complete as per direction of the Engineer-in-charge.

Providing, Installation, testing and commissioning of ceiling fan with regulator, including wiring the down rods of standard length (up to 30 cm) with 16/0.20 mm twin twisted flexible, cotton braided, copper cable, including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc. as required with in all leads & lifts complete. Ceiling Fan 1200 mm sweep, Category-A

Providing, installation, testing and commissioning of prewired flourscent tube fitting complete with ballast, starter and capactors but excluding flourscent tube rod, suitable to operate on 230 volts single phase A.C.supply directly on surface with copper wiring as required including carriage of materials within all leads and lifts tube fixture 1 x 36 watt Box type Category "A".

Supplying and fixing 40Amps to 63 Amps rating 240 Volts "L" series miniature circuit breaker of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required including carriage of material within all leads and lifts. Category- A, 63 Amps.

Supplying and fixing of following way single pole and neutral sheet steel MCB distribution board 240 volts on surface/recessed completed with tinned, copper busher neutral link, earth bar, detachable gland plate inter -connections, including painting, earthing etc. as required Bus bar 8 way.

Supplying and fixing 5 Amps to 32 Amps rating 240 volts, G series miniature circuit breaker of following poles in the existing MCB, DB complete with connections testing and commissioning etc. as required Category "A", single pole.

Earthing with G.I. pipe earth, pipe 4.5 mtrs length, 40mm dia including accessories and providing masonry enclousres with cover plate having locking arrangement and watering pipe etc.( but without charcal coke and salt) complete as required including carriage of materials within all leads and lifts.

Extra using salt and charcoal for pipe earth electrode as required, including carriage of materials within all leads and lifts.

Supplying and laying 6 Sqmm G.I.wire at 0.50 mtr below ground level for conductor earth electrode, including soldering etc. as required including carriage of materials within all leads and lifts.

Providing, fixing & testing Street Light Fixture with CFL of 36 watt, copper ballast, G.I. Pipe bracket, complete as per direction of the Engineer-in-charge.

SCHEDULE A4 - SCHEDULE OF PRICES C/O U/G, OH COLLECTION/MAIN/SECTORE RESERVIOR AND THURST BLOCK AT VARIOUS LOCATION

Excavation in foundation, trenches including jungle clerance ( for pipes & pits) up to al depths in all classifiaction of earth work such as pick work,jumper work staurated soil including bailing of pumping out water,blasting soft/hard of chiselling soft,hard rock where balsing is prohibited all lifts inculding trimming and dressing of sides levellling of beds to crrect grade including shoring srtutting planking timbering and dewatering wherever required stacking the usable an dunusable material/soil separately and after laying ointing and tesing of pipes returning the usable soil to trenches in 15 cm ( fifteen centimeters) layers including consolidating of such deposited layer by remming and watering and then disposing of all surplus soil,unuable materials as directed within all eads and lfits including retoration of un-matalled surface to its original condition and also inculding cost of diversion of traffic night signals fixing caution boards,crossing over trenches for access to house etc. complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing and laying cement concrete 1: 3: 6 (1Cement:3 sand: 6 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and laying cement concrete M-30 not less then 1:1.5:3 (with stone aggregate 20mm nominal size) with maximum water cement ratio 0.45 as per IS 3370 part-1, 2009 and curing complete excluding the cost of form work complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

In Foundation and plinth inculding carriage of material complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Walls (any thickness) but not less than 0.10 mtr thickness i/c attached pilasters.buttresses,plinths and string courses etc. from top of foundation upto floor two level including carriage of material complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

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 to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain :-

Flat surfaces such as soffits of suspended floors, roofs landings and the like upto 200mm thickness including carriage of material complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses,plinth & string courses and the like including carriage of material complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing form work or ordinary timber planking so as to give a rough finish I/c centring, shuttering,strutting. And propping etc.height of propping and centring below supporting floor to ceilingg not exceeeing 4 metres and removal of the complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Arches exceeding 6 Mtr in span complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing RCC Work smooth finishing of the exposed surface with cement mortor 1:3 (1cement : 3 Sand) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and laying cement concrete 1:1.5:3 (1 Cement : 1.5 Sand : 3 graded stone aggregate 20 with stone aggregate 20mm nominal size) as per IS 456, 2000 and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :-

suspended floors, roofs,landing and shelves and their support balconies,beams, girders , bressumers and cantilevers upto floor to level complete in all respect i/c carriage of materials complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Arches upto floor all level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing Tor steel reinforcement for RCC work i/c bending,binding and placing in position complete including bending wire upto floor all level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Steel work welded in built up section, trusses & framed work i/c cutting hosting & fixing in position and applying a primmer coat of red leaders, railing brackets and similer works complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and fixing 200mm wide CI rungs with Chaquarred/ Ribbed non slip surfaces i/c fixing in Man hole with 200x100x100mm cement concrete 1:3:6 (1 cement: 3 snad: 6 stone aggregate 40mm nominal size) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Fixing/laying of GMS pipe of follwing dia for out let, over flow r pipe including carriaage of matereial complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Laying, jointing/ fixing of GMS scour pipe 1of various dia dia (Light class) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and fixing Cast Iron sluice valve (with hand wheel) Leader/Kirloskar/Kartar/LP and Approved make as per IS 780-1984 including brass spindle and as per IS-2906 class-II i/c M.S. flange,bolts,nuts,rubber insertion etc. (alongwith tail piece if required) Various dia dia complete including carraige of material complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing & Fixing sand cast/ cast iron spun spigot and socket soil, waste and ventilating pipe 100mm dia including cowl complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and Fixing SFRC Man Hole Cover with frame (Medium duty) 500 mm internal dia weight of cover not less than 100 Kg. i/c carriage of complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

C/O OHSR at Various Location

Excavation in foundation, trenches including jungle clerance ( for pipes & pits) up to al depths in all classifiaction of earth work such as pick work,jumper work staurated soil including bailing of pumping out water,blasting soft/hard of chiselling soft,hard rock where balsing is prohibited all lifts inculding trimming and dressing of sides levellling of beds to crrect grade including shoring srtutting planking timbering and dewatering wherever required stacking the usable an dunusable material/soil separately and after laying ointing and tesing of pipes returning the usable soil to trenches in 15 cm ( fifteen centimeters) layers including consolidating of such deposited layer by remming and watering and then disposing of all surplus soil,unuable materials as directed within all eads and lfits including retoration of un-matalled surface to its original condition and also inculding cost of diversion of traffic night signals fixing caution boards,crossing over trenches for access to house etc. complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and laying cement concrete using M - 30 not less then 1:1.5:3 (1 Cement :1.5 sand and 3 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :

Foundation,footing.bases of columns & the like & the mass concrete. As per the direction of the Engineering-in-charge.

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

(i) floor four level to floor five level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Column,pillars,posts & struts upto floor two level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(ii) floor two level to floor three level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(iii) floor three level to floor four level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(iv) floor four level to floor five level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Lintels,beams girders bressumers & cantilevers upto floor two level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(ii) floor two level to floor three level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(iii) floor three level to floor four level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Arches upto floor two level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.:

(ii) floor two level to floor three level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(iii) floor three level to floor four level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Suspended floors,roofs,landings.etc. upto floor two level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(i) Foundation,footing,bases of columns etc.and mass concrete complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(ii) Flat surface such as soffits of suspended floors,roofs,landing and the like complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(iii) Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses, plinth & string courses and the like complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(a) Upto 4.00 mtrs.

For Vertical surfaces of tank complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(iv) Columns,pillars.posts & struts complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(b) Beyond 4.00 mtrs complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(v) Beams, cantilever, girders & lintels complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Sides & soffits of beams,beam haunchings, catilevers, bressumers & lintels not exceeding 1.00 mtr.depth in all ht.from floor complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

(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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Beyond 4.00 mtr.height complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement :3 Sand) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

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 respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

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 respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Laying GMS Pipes conforming to IS 1239 - 1979 (Part-1) screwed & socketed joints (Light grade) excluding the cost of excavation in trenches complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing & fixing CI sluice valve (with hand wheel) Leader/Kirloskar/Kartar/LP and approved 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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

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 respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

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 respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

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 respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

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 complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and fixing of below items required for OHSR complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and fixing MS Sheet Locking arrangement for Manhole complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and fixing Lightening Conductor complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and fixing Water measurement gauge complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and fixing Vent Pipe i/c CI cowl complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and fixing Flanged bell mouth a/w puddle collars complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and fixing Expansion joints complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

C/O Thurst Block for Rising Main

Excavation in foundation, trenches including jungle clerance ( for pipes & pits) up to al depths in all classifiaction of earth work such as ,jumper work staurated soil including bailing of pumping out water,blasting soft/hard of chiselling soft,hard rock where balsing is prohibited all lifts inculding trimming and dressing of sides levellling of beds to crrect grade including shoring srtutting planking timbering and dewatering wherever required stacking the usable an dunusable material/soil separately and after laying ointing and tesing of pipes returning the usable soil to trenches in 15 cm ( fifteen centimeters) layers including consolidating of such deposited layer by remming and watering and then disposing of all surplus soil,unuable materials as directed within all eads and lfits including retoration of un-matalled surface to its original condition and also inculding cost of diversion of traffic night signals fixing caution boards,crossing over trenches for access to house etc. complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Providing and laying cement concrete 1:3:6(Icement:3sand:6 graded stone aggregate 40mmnominal size)and curing complete excluding the cost of form work in foundation and plinth.including carriage of material complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing and laying cement concrete 1:2:4 (1cement : 2 sand: 4 graded stone aggregate 20 mm nominal size ) and curing complete excluding the cost of form work and reinforcement in foundation & plinth complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

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,struting and propping etc with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu,reinforced concrete and plain concrete and plain concrete work in:-i)Vertical surfaces such as wall(Any thickness)partitions and the like i/c attached pillasters,buttresses,plinth and string courses and the like.complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Providing Tor steel reinforcement for RCC work i/c bending,binding and placing in possition complete including bending wire upto floor all level including carriage of material complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

SCHEDULE A5 - SCHEDULE OF PRICES Gravity Main and Distribution System

Excavation in foundation, trenches including jungle clerance ( for pipes & pits) up to al depths in all classifiaction of earth work such as pick work,jumper work staurated soil including bailing of pumping out water,blasting soft/hard of chiselling soft,hard rock where balsing is prohibited all lifts inculding trimming and dressing of sides levellling of beds to crrect grade including shoring srtutting planking timbering and dewatering wherever required stacking the usable an dunusable material/soil separately and after laying ointing and tesing of pipes returning the usable soil to trenches in 15 cm ( fifteen centimeters) layers including consolidating of such deposited layer by remming and watering and then disposing of all surplus soil,unuable materials as directed within all eads and lfits including retoration of un-matalled surface to its original condition and also inculding cost of diversion of traffic night signals fixing caution boards,crossing over trenches for access to house etc. complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work

Dismentelling of existing various dia GMS pipes, fittings (the earth work in trenches to be measured and paid for separately complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

32 mm Dia (Light class)

40 mm Dia (Light class)

50 mm Dia (Light class)

Laying,jointing and testing GMS light pipes including cost of bends complete as per IS:1239 - 1979, Part - I, 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)

150 mm Dia(Medium class)

Relying, jointing and testing GMS light pipes including cost of bends complete as per IS:1239 - 1979, Part - I, 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 )

32 mm Dia (Light class)

40 mm Dia (Light class)

50 mm Dia (Light class)

Providing and fixing Copper Alloy Gate Valves (class-I) for water works purposes as per IS778-1984 in (reaffirmed-2007) complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

25 mm Dia

32 mm Dia.

40 mm Dia.

Providing and fixing C.I.Sluice valve bir/Leader/Kirloskar/Kartar/LP and Approved make make of following dia dia (with hand wheel as per IS 14846- 2000 Class-II ) with Nuts, bolts 'rubber insertion etc complete (The tail pieces if required shall be complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

50 mm Dia.

65 mm Dia.

80 mm Dia.

100 mm Dia.

150 mm Dia.

Providing and fixing air release valve 25 mm dia complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

SCHEDULE A6 - SCHEDULE OF PRICES Automation of Pumping Machinery

Providing & Fixing automation system considering SCADA system, the micrologic 1400 based PLC system, ultrasonic level transmitter measuring range -4 mtrs, Pressure Transmitter, insertion Magnetic Flow meter, Batterfly valve, Pressure Switch, GPRS Facilities installation & activation, UPS & Distribution Boxes, earthing, soft starter panel, over head, cable & conveyances charges conforming to IS/BIS standard. For Dangoli Head works to Talai Main storage Tank (Submersible / Centrifugal). 2 X 25 HP (one act will be Standby),2 x 175 HP (one act will be Standby)

Providing & Fixing automation system considering SCADA system, the micrologic 1400 based PLC system, ultrasonic level transmitter measuring range -4 mtrs, Pressure Transmitter, insertion Magnetic Flow meter, Batterfly valve, Pressure Switch, GPRS Facilities installation & activation, UPS & Distribution Boxes, earthing, soft starter panel, over head, cable & conveyances charges conforming to IS/BIS standard. For Dohgi Pump house to Dollu Main storage Tank (Centrifugal). 2 X 100HP (one act will be Standby)

SCHEDULE A7 - SCHEDULE OF PRICES Solar Plant For Pump House Light

Provision for solar teck stand dusk to down automatic operation with 1Kilo watt, 74 Ah tubular battery with 1x11 watt CFL with 2 days autonomy with 5 mtrs pole

Head Works at Dangoli

Head Works at Dohgi

SCHEDULE A8 - SCHEDULE OF PRICES GASEOUS CHLORINATION PLANT AT HEAD WORKS DANGOLI

Supply, installation commissioning and testing of vacuum operated, pressure feed gaseous chlorinator/Jasco/Capital for chlorinator of water by direct feeding to existing water main consisting of the following and all as specified complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Cholrinator capable to diliver 0-2500 gm/hr of chlorine gas comprising of spring opposed inlet valce, rate valve, flow meter remot ejector assembly with build in check valve, vaccum tubing, vent tubing and injection assembly complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Set of 2 No. : 1W+ IS

Booster pump set BE/NF with electirc motor CROMPTON/KIRLOSKAR/ABB operated on 400/440 volts, 3 phase 50 hz electric supply to suit ejector assembly of chlorinator, mounted on common base frame and starter and making foundation in PCC 1:3:5 for booster pump complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Set of 2 No. : 1W+ IS

Water piping from water main to booster pump and delivery of water to elector through 25mm dia G.I pipe medium grade complete with all fittings such as 25mm inlet gate valve, 25mm delivery valve, Y type stainer 25mm hevy duty PVC plumbing pipe Sch. 80 upto injection point before ejector assy/piping upto delivery mains complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Assessories/spares: Multi purpose cylinder Key-1 No. lead washers -6 Nos Ejector gasket-2 sets. Hose clips- 4 Nos. Ammomia Bottle - 50 ml -1 No complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Chlorine Gas cylinder 100 kg capaciaty duly approved by CCE Nagpur and filled with Chlorine gas complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Chlorine analyzer to indicate chlorine content level in the chlorinated water to supply complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Safety item covering Chlorine leak emergency kit 1 No. self contained breathing apparatus 1 No. and eye shower - 1 No complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

Erection and commissioning charge complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.

SCHEDULE B1

OPERATION AND MAINTENANCE OF SCHEME FOR 3 YEARS:- Operation and maintenance of Scheme from source to main/sector storage tank/gravity main, distribution mains,rising main etc. and to keep all structure/machinery/ facility to proper working O&M includes the the regular i.e dailysupplying of designed /requiredquantity 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. The O& M part will commence from date of the completion of sucessful trial and test run 3 months period subject to the liability period of 6 month after physical completion of all the components of the scheme

Operation & maintenance for Ist year

Operation & maintenance for 2nd year

Operation & maintenance for 3rd year

Unipro Techno Infrastructure Pvt Ltd

R.G. INDUSTRIES