Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Eprocure
Opening Date26 Aug 2021
Closing Date8 Sep 2021
Tender Amount₹ 3,00,15,215
Costs
EMD
₹ 3,77,652Document Cost
₹ 2,500Tender Fee
Refer Documents
Summary
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) (under Jjm)
Description
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Contact
Tender Id
2021_HPIPH_51680_1Bid Award Id
ViewTender No
UNA-UNA00-733Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
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Documents
BOQ Items
Booster Stage = 65 mm dia GMS tube (Heavy Class) as per IS :1239 - 1990 ( Part - I ) (T/Well at Samoor)
100
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80 mm dia GMS tube (Heavy Class) as per IS :1239 - 1990 ( Part - I ) (T/Well at Nari) (For Booster Stage Nari)
180
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GMS pipe 65 mm dia (Heavy Class) 4.80 mm thick from RD. 0 to 300 ( From P.H to MBR-1 Nari)
300
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Providing, laying, jointing and testing in trenches of Galvanized MSERW pipes conforming to IS/ISO 3183-2007 Grade A as per dimensions weight and test pressure mentioned below in a random length of 4m-7m The laying of pipes should be conformed to IS: 5822-1994 ( Earth work in trenches, M.S. flanges and butt welded joint to be mensured and paid sepretely) The pipe shall have Zinc coating as per IS 4736 in factory latest with up to date ammendements.Pipe shall be coated from both side (Inside) or outer side with the required thickness of zinc coating as per two coats mains above. complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work. GMSERW pipe 80 mm dia 4.80 mm thick from RD. 0 to 3120 (From P.H to MBR -3 Samoor)GMSERW pipe 80 mm dia 4.80 mm thick from RD. 0 to 3120 (From P.H to MBR -3 Samoor) 95 % of the total joint Buttwilding and 5% for the total joint of MS Flangs (95% Butt wilding)(5% Flanged joints)
3120
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Providing and welding M.S. flanges @ 5% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in Theer of layers on (2 outer +1inner) both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.
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Dia of pipe Table welding code Gasket code from To
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MS flanges Table - 5 to 80 mm dia GMS tube (Heavy class) as per IS 1239-1990 (Part-1) from RD 0 to 180 Booster stage ( At Tubewell-1 Nari) & Samoor
2
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MS flanges Table -5 to 65 mm dia GMS tube ( Heavy class) as per IS 1239-1990 (part-1) from RD 0 to 300 ( From P.H to MBR-1 Nari) & Samoor
4
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Providing and welding M.S. flanges @ 5% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in Theer of layers on (2 outer +1inner) both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of complete in all respects with in all leads and lifts as per direction of Engineer-in-charge
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MS flanges Table -28 to 80 mm dia GMSERW/GMS from RD 0 to 420 as per IS 3183-2007 ( From PH to MBR-3 samoor)
4
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MS flanges Table -17 to 80 mm dia GMSERW/GMS from RD 420 to 1500 as per IS 3183-2007 ( From PH to MBR-3 samoor)
9
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MS flanges Table -5 to 80 mm dia GMSERW/GMS from RD1500 to 3120 as per IS 3183-2007 ( From PH to MBR-3 samoor)
14
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Providing circumferential butt welded joint @95 % of the total joints by electrical arc welding to GMS pipe, welded in three lyers (2+1) requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, include Die pentration test,at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of complete in all respects with in all leads and lifts as per direction of Engineer-in-charge.
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Booster Stage Zone-1 80 mm dia GMS tube ( Heavy class) as per IS 1239-1990 (Part-1) from RD 0 to 180 Tubewell -1 Nari & from RD 0 to 100 Tubewell -3 Samoor.
523
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R/Main from collection Tank to Main Balancing Reservoir 65 mm dia GMS tube ( Heavy class) as per IS 1239-1990 (Part-1) from RD 0 to 300 From P.H to MBR-1 Nari) from RD 0 to 100 Tubewell -3 Samoor.
64
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Providing double flanged Cast Steel Non Return Valve, following class of Leader/ Kirloskar LP 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 all respects with in all leads and lifts as per direction of Engineer-in-charge
-
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80 mm dia class ASA-150.
4
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Providing and fixing screwed type Cast iron air valve various dia of Leader/Bir LP 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 all respects with in all leads and lifts as per direction of Engineer-in-charge
-
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25mm dia single vall type
4
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40mm dia double vall type
3
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S/E of Submersile pump Set for T/Well at Upperli Nari
-
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Supply and errection of submersible pumping set of reputed make such as KSB/Calama/BS /Oswal / worthigton/ LUBI/ GROUNDFOS/HINDUSTAN/ SEERAX/SABAR/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 same 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 suitable for opertion on data given below. Specifications offered a Pumps :- Specifications i) Make ii) Model iii) No. of stages iv) Manufacter's certificate to be attached Performance i) Discharge ii) Head iii) Efficiency of Pump a) Duty Head b) (+) 10% Duty Head. c) (-) 15% Duty Head d) Performance curve to be attached b) Motors; Specification i) Make ii) Model iii) B.H.P iv) Speed v) Insulation (2Set)
2
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Discharge, (Q) 2.37 LPS
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Total Head ( H ) 47.72 Mts.
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SWL in Tubewell 15 mtr. bgl.
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R.L. point of discharge 117.00 mtr
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R.L. of Pump House = 115.00 mtr
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Seasonal fluctuation + draught condition + bowl assembly.9 mtrs.
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Drawdown in Tubewell 11 mtrs.
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StaticHead = 40 mtrs.
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Static suction lift 3 mtrs.
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Rising main Column pipe
-
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Length 180.00 mtrs Length 35.00 mtr
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Dia 80 mm (M) Dia 80 mm (M)
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Class GMS
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iv) Pumping hours 8hours
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v) Alititude of installations above M.S.L 700mtr
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vi) Characteristic of water
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a) Temperature 25 Deg Cel.
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b)Turbidity __________________JTU
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c) Allkanity _________________mg/1Ca Co3
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d) Size of solids _______________ mm
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e) others
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vii) Depth of T/well 141.50 mtr
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viii) Dia of T/well assembly 300/200 mm
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ix) Length of assembly pipe 81.00 mtr
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x) Dia of housing pipe 300mm
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xi) Length of housing pipe 100 mtr
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OPERATING CONDITIONS
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i) Type of current A.C Three phases.
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ii) Frequency 50 Cycles/ Sec.
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iii) Rated Voltage 415+/-15% Volts
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iv) System of earthing Double Loop earthing as per BIS 3843-1987 latest
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v) Speed of Revolution __________________ RPM 2900
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MOTOR
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i) Ref to BIS code BIS 9283-1979 with upto date amendments
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ii) Type of enclousre of motr As per BIS :4691-1985 (latest)
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iii) Mechnical out put in HP
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iv) Class of insulation : Class B The motor should be able to withstand intial current of 2.50 times the rated current for two minutes without suffering damages of permanet deformations
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PUMP
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i) Ref to BIS code BIS 5659-1978 with upto date amendments
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ii) Driver Type Electric drivern
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iii) Operating Range -15%to +10% of Total head at duty point
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iv) Deliver size of Pump ;---------- (to be quoted by tenderer)
-
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Providing ICTP Main Switch with HRC fuses of Havell/L&Tmake and having capacity 30%extra of the operational rating as per IS : 4064-1978 with upto date amendments. complete in all respects with in all leads and lifts as per direction of Engineer-in-charge
1
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Providing MS Sheet steel fabricated floor mounted 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 all respects with in all leads and lifts as per direction of Engineer-in-charge
1
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MCB of L&T/Havells 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 all respects with in all leads and lifts as per direction of Engineer-in-charge
1
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ELCB of recommended make L&T/Havells 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 all respects with in all leads and lifts as per direction of Engineer-in-charge
1
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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 all respects with in all leads and lifts as per direction of Engineer-in-charge
1
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A.C. supply,voltmeter of recommended make L&T/Havell/AE/ of suitable range with selector switches as per IS ;1248-1983 with up to date latest amendments.complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
2
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AC supply ammeter of L&T /Havell / AE make of suitable range with selector switches and CIS operated as per IS :1248 ( P-I&II ) -1983 with upto date amendments. complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
1
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Bus bar chamber of L&T / Hevells make having three bars of suitable rating for full length equal to the width of the board for three live phases and suitable for induced current one copper bar of half the rating of full length for neutral phase as per IS : 8084-1976 and IS: 11353-1985 read with BIS : 5578- 1985 with upto date ammendments Three phase indicator lamps complete with toggle switches for Bus Bar Chamber individual motors as per IS: 3452 (P-I&II) with upto date ammendments.complete in all respects with in all leads and lifts as per direction of Engineer-in-charge
1
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Capacitor of BHEL/GEC/ L&T make as per IS ; 2834-1968 with upto date amendments,to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. offered including cables as per relevent ISI code ( of Seimens / Glocter/IEC make ) from bus bar chamber to capacitor as per IS : 4064-1978 with upto date amendments . Rating of capacitor will be approved by HPSEB Capacitorcomplete in all respects with in all leads and lifts as per direction of Engineer-in-charge
2
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Providing suitable oil immersed star delta starter of Kilburn/L&T/ Havells/IMP 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 all respects with in all leads and lifts as per direction of Engineer-in-charge
2
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Providing and fixing of double flange Cast Iron Sliuce valve of Leader / Kirloskar make for the Column pipe and capable of withstanding the normal seat pressure and as per IS 780-1984(Cast Iron) with latest ammendments complete in all respects with in all leads and lifts as per direction of Engineer-in-charge PN 1.0 in Column pipe 80 mm dia.
2
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Providing and fixing of double flanged swing type cast iron Reflux valve of Kirloskar/Leader make having Bye pass arrangement on the rising main and capable of 'withstanding normal Seat Pressure as per IS:5312-1984 (P-I) (Cast Iron) with latest ammendmets complete in all respects with in all leads and lifts as per direction of Engineer-in-charge PN 1.0 in R/main 80 mm dia.
2
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Providing pressure gauge of Prega/Precision make complete with all accessories such as stop cock, Copper tubing as per IS: 3624-1987 with upto date ammendments. complete in all respects with in all leads and lifts as per direction of Engineer-in-charge
2
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Supply of PVC 3 core copper cable jointless, flat water proof cable as per BIS 694-1998 latest with upto date amendments, suitable for the pumpsets offered from MCCB to motor including all other electrical equipments/ accessories such as thimble, flexible pipe,solder, nuts and bolts, cable glands, clips etc, laid in pipes or trenches under floor . The type, size and make shall be subject to approval of HPSEB authorities. Submersible Cable i)Make. ii) Size. 2.5mm Sq.complete in all respects with in all leads and lifts as per direction of Engineer-in-charge
1
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P/ lowering of GMS Column pipe assembly 80 mm dia(HG) including MS flanges of Table -5 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. Column Pipe i) Size 80 mm dia. ii) Class GMS. iii) length. (The pipe shall be issued free of cost at divisional store. However MS flanges will be provided by the firm) complete in all respects with in all leads and lifts as per direction of Engineer-in-charge
1
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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 accessories such as thimble, flexible pipes, solder nuts and bolts,cable glands etc. laid in pipes of trenches under floor. Armoured Power Cable. Suppy side From meter of HPSEB to Bus Bar and Switch) i) Size 16mm Sq.complete in all respects with in all leads and lifts as per direction of Engineer-in-charge
1
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Installation of all items appearing at S.No as above as per the systematic drawing attached with the documents or complete in all respects with in all leads and lifts as per direction of Engineer-in-charge
1
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Providing and fixing double earthing with G.I. wire / plate of 600x600x6.3mm thick electrode complete with material such as thimble, nuts and bolts,charcoal,salt, 12 SWG 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 respects with in all leads and lifts as per direction of Engineer-in-charge
1
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Centrifugal Pump Set at Nari from collection Tank to Main storage Tank
-
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Providing horizontal spindle ,horizontal / radial split casing / end suction (back pull out arrangement). Single / double / multi stage centrifugal pump or combination of pumps in series / parallel of recommended make such as Mather and Platt /KSB/Beacon weir/Kirloskar / BE/ Jyoti/LUBI/GROUNDFOS/HINDUSTAN 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 Kirloskar /Bhel /Crompton/NGEF /GEC/ Seimens /jyoti/ LUBI/GROUNDFOS/HINDUSTAN and suitable for operation on 415 (+/-5%) 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 pump/pumps in the Operation range of (+10%) and (-15%) of the duty point head. The motor/motors as per IS 325 IS 1978 with upto date amendments read with IS 900 1972 it should include cost of Bearing. Nuts, Bolts and painting etc. and should meet the following requirements. ( 2 Sets)
2
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Coupling
2
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Base Plate
2
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Discharge (Q) 2.37 LPS.
-
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Total Head (H) 52.90 mtrs.
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LWL In sump well 115.09 mtr
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R.L. of shaft 115.09 mtrs.
-
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R.L. of discharge Pt. 159.19 mtrs.
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d)Suction lift. Postive
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e)Discharge Head 3.00
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f) Static Head 44.10 mtrs.
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Rising main.
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Length 300 mtrs.
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Diameter 65 MM
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Class GMS (H)
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Pumping hours. 16 hours.
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Altitude of installations above M.S.L 700_mtrs.
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Characteristic of Water
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a)Temperature ________Deg.Col.
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b)Turbidity ________ JTU
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c)Alloanity _________ mg/1 ca Co3
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d)Size of solids __________ mm
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e) Others.
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Providing ICTP Main Switch with HRC fuses of Kilburn/L&T / Havells/Siemens/Standard make and having capacity 30% extra of the operational rating as per IS-4064 : 1978 with upto date amendments, immediately after the Energy meter of the HPSEB.complete in all respects with in all leads and lifts as per direction of Engineer-in-charge
1
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Providing MS Sheet, steel fabricated floor mounted 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 all respects with in all leads and lifts as per direction of Engineer-in-charge
1
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MCB of Kilburn/ L&T/MEI /GEC 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 all respects with in all leads and lifts as per direction of Engineer-in-charge
1
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ELCB of recommended make L&T/Havells 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 all respects with in all leads and lifts as per direction of Engineer-in-charge
1
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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 all respects with in all leads and lifts as per direction of Engineer-in-charge
1
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100 mm diameter A.C. supply, voltmeter of recommended make L&T/ Havells/AE of suitable range with selector switches as per IS: 1248-1983 with latest amendments. complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
1
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Power factor meter of AE/L&T make as per relevent IS Code with upto date ammendments.complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
1
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Frequency meter of AE/L&T make as per relevent IS Code with uptodate ammendments. .complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
2
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Bus bar chamber of L&T / Havells make 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. Bus Bar Chamber complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
1
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Three phase indicator lamps complete with toggle switches for individual motors as per IS: 3452 (P-I&II) with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer-in-charge
1
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100 mm dia circular dial'AC supply Ammeter of AE/IMP/Havells/L&T make of suitable range withselector switches and CTS operated as per IS: 1248 (P-I&II)-1983 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer-in-charge
2
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Pdg Hour run meter of recommended make of suitable capacity as per IS:722 (latest edition)complete in all respects with in all leads and lifts as per direction of Engineer-in-charge
2
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Capacitor of Mechell/BHEL/GEC/ L&T make as per IS ; 2834-1968 with upto date amendments,to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. offered including cables as per relevent ISI code ( of Seimens / Glocter/IEC make ) from bus bar chamber to capacitor as per IS : 4064-1978 with upto date amendments . Rating of capacitor will be approved by HPSEB Capacitor complete in all respects with in all leads and lifts as per direction of Engineer-in-charge
2
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Providing suitable DOL starter of L&T/Hevells/Kilburn make as per IS: 8544-1979 with upto date ammendments for squirrel cage/slip ring 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 mayu be with single phase preventor as per IS 1248 (P-V)-1983 with upto date ammendments. DOL Starter i)Type ii)Make Single phase Preventor complete in all respects with in all leads and lifts as per direction of Engineer-in-charge
2
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Providing and fixing of double flange Cast steel Sliuce valve of Leader / Kirloskar/LP and approved make for the Delivery pipe and capable of withstanding the normal seat pressure and as per BS1414/API-600(CS) with latest ammendments complete in all respects with in all leads and lifts as per direction of Engineer-in-charge 65mm dia. Class ASA 150
2
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-
Providing and fixing of double flanged swing type cast steel Reflux valve of Kirloskar/Leader /LP approved make for the Delivery pipe and capable of withstanding the normal seat pressure and s per BS1414/API-600(CS)with latest ammendments complete in all respects with in all leads and lifts as per direction of Engineer-in-charge 65 mm dia. Class ASA 150
2
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Providing and fixing of double flanged swing type cast steel Reflux valve of Kirloskar/Leader/LP approved make for Rising main and capable of withstanding the normal seat pressure and s per BS 1868/API600(CS) with latest ammendments complete in all respects with in all leads and lifts as per direction of Engineer-in-charge 65 mm dia. Class ASA 150
2
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Providing 100 mm dia circular dial pressure gauge of Prega/Precision make complete with all accessories such as stop cock, Copper tubing as per IS: 3624-1987 with upto date ammendments complete in all respects with in all leads and lifts as per direction of Engineer-in-charge.
2
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Installation of all items appearing at as above 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.complete in all respects with in all leads and lifts as per direction of Engineer-in-charge
1
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-
Fixing of double flanged GMS piping work(layout to be approved by Engineer-in-Charge) for suction and delivery pipes suitable to pumps offered and common header as per the rising main respectively complete with all specials such as bends,Tees,Reducers Inceasers with companion flanges matching with the relevant specifications of the accessories as indicated in the Drawing i/c rubber/ asbestos gasket of 3 mm thickness as per IS : 2712-1979 and required number of Nuts and Bolts as per 1364-1983.-the pipes shall be as per relevent IS code and to withstand 1.5 times total head. (The pipe shall be issued free of cost at divisional store. However MS flanges will be provided by the firm) complete in all respects with in all leads and lifts as per direction of Engineer-in-charge
-
-
-
i) Suction Pipe 80 mm dia.
10
-
-
ii) Delivery Pipe 60 mm dia.
10
-
-
iii) Common Header 80 mm dia. and will extend upto 5 metres from the outer wall of the pump house in the direction of Rising main of 80 mm dia to be joined.
10
-
-
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. 2x4.00 mm Sq complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
1
-
-
Armoured Power Cable (A) Motor side (From Switch to Starter & Starter to motor) i) Size2x4.00 mm2 ii) Make iii)Type iv) Capacity v) Core 3
-
-
-
(B) Supply Side (From meter of HPSEB to Bus Bar & Switch) i) Size 2x6.00 mm2 ii) Make iii) Type iv) Capacity v) Core 3
-
-
-
Providing and fixing double loop earthing with Copper wire/plate 600 mm x 600mm x3.15mm thick electrode complete with material such as thimble, Nuts & Bolts charcoal, salt as per IS:3043-1987 with upto date amenments GI plate & strip of suitable size for motors and other electrical equipments and digging ofpits etc. complete in all respect as per the direction of the Engineer-in-Charge. GI wire SWG-8
1
-
-
Submersible pump Sets for T/Well No. 3 at Samoor Kalan
-
-
-
Supply and errection of submersible pumping set of reputed make such as KSB/Calama/BS/Oswal / worthigton/ LUBI/ GROUNDFOS/HINDUSTAN/ SEERAX/ SABAR/ 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 same 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 suitable for opertion on data given below. Specifications offered a Pumps :- Specifications i) Make ii) Model iii) No. of stages iv) Manufacter's certificate to be attached Performance i) Discharge ii) Head iii) Efficiency of Pump a) Duty Head b) (+) 10% Duty Head. c) (-) 15% Duty Head d) Performance curve to be attached b) Motors; Specification i) Make ii) Model iii) B.H.P iv) Speed v) Insulation
2
-
-
Discharge, (Q) 4.73 LPS
-
-
-
Total Head ( H ) 60.88 Mts.
-
-
-
SWL in Tubewell 17.00 mtr. bgl.
-
-
-
R.L. point of discharge 357.00 mtr
-
-
-
R.L. of Pump House = 355.00mtr
-
-
-
Seasonal fluctuation + draught condition + bowl assembly.9 mtrs.
-
-
-
Drawdown in Tubewell 14.00 mtrs.
-
-
-
StaticHead = 45.00 mtrs.
-
-
-
Static suction lift 3.00 mtrs.
-
-
-
Rising main Column pipe
-
-
-
Length 100.00 mtrs Length 40.00 mtr
-
-
-
Dia 65 mm (M) Dia 65 mm (M)
-
-
-
Class GMS
-
-
-
iv) Pumping hours 16 hours
-
-
-
v) Alititude of installations above M.S.L 700mtr
-
-
-
vi) Characteristic of water
-
-
-
a) Temperature 25 Deg Cel.
-
-
-
b)Turbidity __________________JTU
-
-
-
c) Allkanity _________________mg/1Ca Co3
-
-
-
d) Size of solids _______________ mm
-
-
-
e) others
-
-
-
vii) Depth of T/well 145.00 mtr
-
-
-
viii) Dia of T/well assembly 300/200 mm
-
-
-
ix) Length of assembly pipe 54.00 mtr
-
-
-
x) Dia of housing pipe 300mm
-
-
-
xi) Length of housing pipe 0.50 mtr
-
-
-
OPERATING CONDITIONS
-
-
-
i) Type of current A.C Three phases.
-
-
-
ii) Frequency 50 Cycles/ Sec.
-
-
-
iii) Rated Voltage 415+/-15% Volts
-
-
-
iv) System of earthing Double Loop earthing as per BIS 3843-1987 latest
-
-
-
v) Speed of Revolution __________________ RPM 2900
-
-
-
MOTOR
-
-
-
i) Ref to BIS code BIS 9283-1979 with upto date amendments
-
-
-
ii) Type of enclousre of motr As per BIS :4691-1985 (latest)
-
-
-
iii) Mechnical out put in HP
-
-
-
iv) Class of insulation : Class B The motor should be able to withstand intial current of 2.50 times the rated current for two minutes without suffering damages of permanet deformations
-
-
-
PUMP
-
-
-
i) Ref to BIS code BIS 5659-1978 with upto date amendments
-
-
-
ii) Driver Type Electric drivern
-
-
-
iii) Operating Range -15%to +10% of Total head at duty point
-
-
-
iv) Deliver size of Pump ;---------- (to be quoted by tenderer)
-
-
-
Providing ICTP Main Switch with HRC fuses of Havell/L&Tmake and having capacity 30%extra of the operational rating as per IS : 4064-1978 with upto date amendments. complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
1
-
-
Providing MS Sheet steel fabricated floor mounted 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. Switch Board. complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
1
-
-
MCB of L&T/Havells 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 directed of Engineer-in-charge of the site of work.
1
-
-
ELCB of recommended make L&T/Havells 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 directed of Engineer-in-charge of the site of work.
1
-
-
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 ) Voltage Monitor Relay complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
1
-
-
A.C. supply,voltmeter of recommended make L&T/Havell/AE/ of suitable range with selector switches as per IS ;1248-1983 with up to date latest amendments. Voltmeter complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
1
-
-
AC supply ammeter of L&T /Havell / AE make of suitable range with selector switches and CIS operated as per IS :1248 ( P-I&II ) -1983 with upto date amendments. Ammeter complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
2
-
-
Bus bar chamber of L&T / Hevells make having three bars of suitable rating for full length equal to the width of the board for three live phases and suitable for induced current one copper bar of half the rating of full length for neutral phase as per IS : 8084-1976 and IS: 11353-1985 read with BIS : 5578- 1985 with upto date ammendments Three phase indicator lamps complete with toggle switches for Bus Bar Chamber individual motors as per IS: 3452 (P-I&II) with upto date ammendments. i)Type ii)Make iii)Rating
1
-
-
Capacitor of BHEL/GEC/ L&T make as per IS ; 2834-1968 with upto date amendments,to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. offered including cables as per relevent ISI code ( of Seimens / Glocter/IEC make ) from bus bar chamber to capacitor as per IS : 4064-1978 with upto date amendments . Rating of capacitor will be approved by HPSEB Capacitor complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
2
-
-
Providing suitable oil immersed star delta starter of Kilburn/L&T/ Havells/IMP 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. Startercomplete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
2
-
-
Providing and fixing of double flange Cast Iron Sliuce valve of Leader / Kirloskar/LP approved make make for the Column pipe and capable of withstanding the normal seat pressure and as per IS 780-1984(Cast Iron) with latest ammendments PN 1.0 in Column pipe 80 mm dia.
2
-
-
Providing and fixing of double flanged swing type cast iron Reflux valve of Kirloskar/Leader/ LP approved make make having Bye pass arrangement on the rising main and capable of 'withstanding normal Seat Pressure as per IS:5312-1984 (P-I) (Cast Iron) with latest ammendmets PN 1.0 in R/main 80 mm dia.
2
-
-
Providing pressure gauge of Prega/Precision make complete with all accessories such as stop cock, Copper tubing as per IS: 3624-1987 with upto date ammendments. complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
2
-
-
Supply of PVC 3 core copper cable jointless, flat water proof cable as per BIS 694-1998 latest with upto date amendments, suitable for the pumpsets offered from MCCB to motor including all other electrical equipments/ accessories such as thimble, flexible pipe,solder, nuts and bolts, cable glands, clips etc, laid in pipes or trenches under floor . The type, size and make shall be subject to approval of HPSEB authorities. Submersible Cable complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.i)Make. ii) Size. 2.5mm Sq.
80
-
-
P/ lowering of GMS Column pipe assembly 80 mm dia(HG) including MS flanges of Table -5 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. Column Pipe i) Size 80 mm dia. ii) Class GMS. iii) length. (The pipe shall be issued free of cost at divisional store. However MS flanges will be provided by the firm) complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
1
-
-
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 accessories such as thimble, flexible pipes, solder nuts and bolts,cable glands etc. laid in pipes of trenches under floor. Armoured Power Cable. Suppy side From meter of HPSEB to Bus Bar and Switch) complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
1
-
-
Installation of all items appearing at S.No as above as per the systematic drawing attached with the documents or as per the direction of Engineer - in- charge.
1
-
-
Providing and fixing double earthing with G.I. wire / plate of 600x600x6.3mm thick electrode complete with material such as thimble, nuts and bolts,charcoal,salt, 12 SWG 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 the Engineer-in-Charge.
1
-
-
Centrifugal Pump Set at Samoor from collection Tank to Main storage Tank
-
-
-
Providing horizontal spindle ,horizontal / radial split casing / end suction (back pull out arrangement). Single / double / multi stage centrifugal pump or combination of pumps in series / parallel of recommended make such as Mather and Platt /KSB/Beacon weir/Kirloskar / BE/ Jyoti/LUBI/GROUNDFOS/HINDUSTAN 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 Kirloskar /Bhel /Crompton/NGEF /GEC/ Seimens /jyoti/ LUBI/GROUNDFOS/HINDUSTAN and suitable for operation on 415 (+/-5%) 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 pump/pumps in the Operation range of (+10%) and (-15%) of the duty point head. The motor/motors as per IS 325 IS 1978 with upto date amendments read with IS 900 1972 it should include cost of Bearing. Nuts, Bolts and painting etc. and should meet the following requirements.
2
-
-
Coupling
2
-
-
Base Plate
2
-
-
Discharge (Q) 4.73 LPS.
-
-
-
Total Head (H) 170.65 mtrs.
-
-
-
a)LWL In sump well 358.40 mtr
-
-
-
b)R.L. of shaft 357.90 mtrs.
-
-
-
c)R.L. of discharge Pt. 450.00 mtrs.
-
-
-
d)Suction lift. Postive
-
-
-
e)Discharge Head 3.00 mts
-
-
-
f) Static Head 92.10 mtrs.
-
-
-
Rising main.
-
-
-
Length 3120.00 mtrs.
-
-
-
Diameter 80 MM
-
-
-
Class MSERW Pipe
-
-
-
Pumping hours. 16 hours.
-
-
-
Altitude of installations above M.S.L 357.90_mtrs.
-
-
-
Characteristic of Water
-
-
-
a)Temperature ________Deg.Col.
-
-
-
b)Turbidity ________ JTU
-
-
-
c)Alloanity _________ mg/1 ca Co3
-
-
-
d)Size of solids __________ mm
-
-
-
e) Others.
-
-
-
Providing ICTP Main Switch with HRC fuses of Kilburn/L&T / Havells/Siemens/Standard make and having capacity 30% extra of the operational rating as per IS-4064 : 1978 with upto date amendments, immediately after the Energy meter of the HPSEB. ICTP Switch: complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
1
-
-
Providing MS Sheet, steel fabricated floor mounted 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 directed of Engineer-in-charge of the site of work.
1
-
-
MCB of Kilburn/ L&T/MEI /GEC 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 directed of Engineer-in-charge of the site of work.
1
-
-
ELCB of recommended make L&T/Havells 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. ELR complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
1
-
-
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). Voltage Monitor Relay: complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
1
-
-
100 mm diameter A.C. supply, voltmeter of recommended make L&T/ Havells/AE of suitable range with selector switches as per IS: 1248-1983 with latest amendments. Voltmetercomplete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
1
-
-
Power factor meter of AE/L&T make as per relevent IS Code with upto date ammendments.complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
1
-
-
Frequency meter of AE/L&T make as per relevent IS Code with uptodate ammendments. complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
1
-
-
Bus bar chamber of L&T / Havells make 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. Bus Bar Chamber complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
1
-
-
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 directed of Engineer-in-charge of the site of work.
1
-
-
circular dial'AC supply Ammeter of AE/IMP/Havells/L&T make of suitable range withselector switches and CTS operated as per IS: 1248 (P-I&II)-1983 with upto date ammendments.complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
2
-
-
Pdg Hour run meter of recommended make of suitable capacity as per IS:722 (latest edition)complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
2
-
-
Capacitor of Mechell/BHEL/GEC/ L&T make as per IS ; 2834-1968 with upto date amendments,to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. offered including cables as per relevent ISI code ( of Seimens / Glocter/IEC make ) from bus bar chamber to capacitor as per IS : 4064-1978 with upto date amendments . Rating of capacitor will be approved by HPSEB complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
2
-
-
Providing suitableOil immersed starter of L&T/Hevells/Kilburn make as per IS: 8544-1979 with upto date ammendments for squirrel cage/slip ring 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 mayu be with single phase preventor as per IS 1248 (P-V)-1983 with upto date ammendments. DOL Starter complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
2
-
-
Providing and fixing of double flange Cast steel Sliuce valve of Leader / Kirloskar /LP approved make for the Delivery pipe and capable of withstanding the normal seat pressure and as per BS1414/API-600 with latest ammendments complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work. 80mm dia. Class ASA 150
2
-
-
Providing and fixing of double flanged swing type cast steel Reflux valve of Kirloskar/Leader/LP approved make for the Delivery pipe and capable of withstanding the normal seat pressure and s per BS 1868 API 600 with latest ammendments complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.80mm dia. Class ASA 150
2
-
-
Providing and fixing of double flanged swing type cast steel Reflux valve of Kirloskar/Leader/LP approved make for Rising main and capable of withstanding the normal seat pressure and s per BS 1868 API 600 with latest ammendments 80mm dia. Class ASA 150
2
-
-
Providing 100 mm dia circular dial pressure gauge of Prega/Precision make complete with all accessories such as stop cock, Copper tubing as per IS: 3624-1987 with upto date ammendments.complete in respects with all leads and lifts as per directed of Engineer-in-charg.
2
-
-
Installation of all items appearing as above 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.
1
-
-
Fixing of double flanged GMS piping work(layout to be approved by Engineer-in-Charge) for suction and delivery pipes suitable to pumps offered and common header as per the rising main respectively complete with all specials such as bends,Tees,Reducers Inceasers with companion flanges matching with the relevant specifications of the accessories as indicated in the Drawing i/c rubber/ asbestos gasket of 3 mm thickness as per IS : 2712-1979 and required number of Nuts and Bolts as per 1364-1983.-the pipes shall be as per relevent IS code and to withstand 1.5 times total head. (The pipe shall be issued free of cost at divisional store. However MS flanges will be provided by the firm) complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
-
-
-
i) Suction Pipe 80 mm dia.
10
-
-
ii) Delivery Pipe 65 mm dia.
10
-
-
iii) Common Header 80 mm dia. and will extend upto 5 metres from the outer wall of the pump house in the direction of Rising main of 80 mm dia to be joined.
10
-
-
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 directed of Engineer-in-charge of the site of work.
1
-
-
Armoured Power Cable (A) Motor side (From Switch to Starter & Starter to motor) complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
-
-
-
(B) Supply Side (From meter of HPSEB to Bus Bar & Switch) i) Size 6.00mm2 ii) Make iii) Type iv) Capacity v) Core 3 complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
-
-
-
Providing and fixing double loop earthing with Copper wire/plate 600 mm x 600mm x3.15mm thick electrode complete with material such as thimble, Nuts & Bolts charcoal, salt as per IS:3043-1987 with upto date amenments GI plate & strip of suitable size for motors and other electrical equipments and digging ofpits etc. complete in all respect as per the direction of the Engineer-in-Charge. GI wire SWG-8
1
-
-
Schedule A3- CIVIL WORK Pump House & attendent quarter, Toliet and Septic Tank
-
-
-
Excavation in foundation , trecnches including jungle clearance (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing of pumping out water, blasting soft/ hard rock or chiselling soft. Hard rock where blasting is prohibited all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring srtutting, planking, timbering and dewatering wherever required, stacking the usable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the usable soil to trenches in 15cm (fifteen centimeters) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus soil, un-usable materials as directed within all leads and lifts including rstoration of un-matalled surfaces to its original condition and also including cost of diversion of traffic, night signals, fixing caution boards, crossing over trenches for access to houses, etc. complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
142.74
-
-
Providing and laying cement concrete 1: 6: 12 ( 1 cement 3 sand : 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and as per the direction of the .Engineer-in-Chaarge.
23.76
-
-
Providing and laying cement concrete (M-10) 1: 3: 6 ( 1 cement : 3sand: 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and as per the direction of the .Engineer-in-Chaarge.
0.82
-
-
Random rubblemasonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement :6 sand : 12 graded stone aggregate 20mm nominal size) at plinth level in CM 1:6( 1 cement: 6 sand ) in all leads and lifts as per the direction of the Engineer-in-Charge.
64.86
-
-
Providing and laying 38 mm thick damp proof course to horizontal surface with cement mortar 1:2 (1 cement:2 sand) and curing complete in all respect and as per the direction of the Engineer - in- Charge.
12.7
-
-
Ist class brick work using common burnt clay building bricks in superstructure in cement mortor 1:6 (1 cement :6 sand) in all lead and lifts as per the direction of the Engineer-in-Charge.
82.9
-
-
Ist class brick work using common burnt clay building bricks in superstructure in cement mortor 1:4 (1 cement :64sand) in all lead and lifts as per the direction of the Engineer-in-Charge.
7.18
-
-
Providing and fixing presed 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 respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
182.2
-
-
Providing and fixing pannelled glazed and panalled and glazed shuttrs for doors ,windows and clerestory windows including bright finshied /black enemelled iron butt hinges with necessary screws fIst class deodar wood 40 mm thick. 2 nd class deodar wood complete in all respect and as per the direction of the Engineer - in- Charge.
40.04
-
-
Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centering, shuttering, struting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in situ-reinforced concrete and plain Concrete work in :-
-
-
-
Foundation, footing and bases of columns etc. and mass concrete within all leads and lifts complete in all respect i/c carriage of materials with in complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
21.88
-
-
Flat surfaces such as soffits of suspended floors, roofs, landing and the like Floors etc. upto 200 mm thickness incomplete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
243.6
-
-
Sides and soffits of beams,beam haunchings, cantilevrs, bressumers and lintles not exceeding 1.00 mtr.in depth in all heights from floor.complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
21.42
-
-
Edges of slabe and breaking floor and walls under 20cm wide complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
20.9
-
-
Providing and laying cement concrete (M-20) 1: 2: 4 ( 1 cement : 3sand: 6 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in
-
-
-
Foundaton footing based on coulmn and like and mass concrete etc. complete with in all leads and lifts and as per the direction of the Engineer - in- Charge.
4.86
-
-
Suspended floors, roofs, landing and the like Floors etc. upto 200 mm thickness in all leads and lifts and as per the direction of the Engineer-in-Charge.
29.06
-
-
Providing mild/tor steel reinforcement of RCC work i/c bending ,binding and placing in position in complete up to floor two level in all leads and lifts and as per the direction of the Engineer-in-Charge.
2973.58
-
-
Half brick work using common burnt clay building bricks in super structure above 1st. floor level in cement mortar 1 : 4 ( 1 cement :4 sand) of 2nd. Class bricks complete in all lead and lifts as per the direction of the Engineer-in-Charge.
26.96
-
-
Pointing on brick work with cement mortor 1:3 ( 1 cement: : 3 sand ) in all leads and lifts as as per the direction of the Engineer - in- Charge.Cut or weather struck/ Ruled pointing complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
116.16
-
-
Providing and laying cement concrete 1:1.5: 3 ( 1 cement : 1.5sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in Wall complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
1.42
-
-
Providing and laying brick tiles over mumty roofs grouted with cement mortar 1:3 ( 1 cement,3 sand ) over a 12 mm layer of C.M 1:3 ( 1 cement, 3 sand ) and finished neat with in complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
31.36
-
-
6 mm cement plaster to cieling with cement mortor 1:3 ( 1 cement :3sand ) in all leads and lifts as per the direction of the Enginner-in-Charge.
227.48
-
-
15 mm cement plaster in single coat on rough side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:3 ( 1 cement :3sand ) in all leads and lifts as per the direction of the Enginner-in-Charge.
413.2
-
-
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 directed of Engineer-in-charge of the site of work.
32.82
-
-
20 mm cement plaster in single coat on fair side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:6 ( 1 cement :6sand ) in all leads and lifts as per the direction of the Enginner-in-Charge.
104.6
-
-
Providing and fixing MS grills of required pattern in wooden frame / pressed steel frame with MS flates square / rounds bars 12 mm dia with round headed bolts and nuts of by screws in all leads and lifts and as per the direction of the Engineer - in- Charge Plain grills.
231.72
-
-
Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85G. with wire of dia 0.56 mm for doors windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screws. 30mm thick 2nd class deodar wood complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
29.28
-
-
Boulder filling behind retaining wall under floor with complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
23.3
-
-
Providing plinth protection 50 mm thick in cement concrete 1:3:6 ( 1 cement, 3 sand,6 graded stone aggregate 20 mm nominal size ) complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
66.46
-
-
Providing plinth protection 75 mm thick in cement concrete 1:3:6 ( 1 cement, 3 sand,6 graded stone aggregate 20 mm nominal size ) with in all leads and lifts complete in all respect.
38.16
-
-
Constructing brick masonary 'U' shape open surface drain with side wall. 15 x 22 cm in cement mortar 1:6 ( 1 cement : 6 sand) and inside plastering with cement plaster 1:3 ( 1 cement : 3 sand) including earth work and laying 10 cm cement concretein 1:5:10 ( 1 cement : 5 sand :10 graded stone aggregate of 40 mm nominal size) and 7.5 cm.cement concrete 1: 2:4 ( 1cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) and finished with a floating coat of neat cement complete as per standard design. complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
62.9
-
-
Providing 40x3mm flat iron hold fast 40 cms long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15 cms 1:3:6 ( 1 cement :3 sand : 6 graded stone aggregate 20 mm nominal size ) complete in all respect as per the direction of the Engineer -in- Charge.
104
-
-
P/F MS fan clamps type 1 of 16 mm dia bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of roof as per standard design complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
6
-
-
White washing with lime on undecorated wall surface ( three coats) to give an even shade including throughly brooming the surface to remove all dirt ,dust mortor drops and loose scale of lime wash and other foreign matter complete in in all respect as per the direction of the Engineer-in-Charge.
265.76
-
-
Distempering with dry distemper ofapprovd brand and manufacture (Two coats) and of required shade on undecorated wall surfaces to give an even shade sand papered smooth complete in all to give an even shade including thoroughly brooming the surfaces to remove all dirt,dust, mortar drops and other foreign matter complete in in all respect as per the direction of the Engineer-in-Charge.
168.06
-
-
Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt & remains of loose powdered material complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
28.96
-
-
Providing and fixing sliding door bolts anodized transparent or dyed to required shade and colour with screws etc. complete in all respect 300x16 mm
6
-
-
Providing and fixing tower bolts barrel type anodized transport or dyed to required shade and colour with screws complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work. 200x10mm.
104
-
-
Providing and fixing aluminium handle anodized transparent or dyed to required shade and colour with screws etc. complete in all respect 100 mm dia
64
-
-
Painting two coats (excluding priming coat) on new steel and other metal surfaces with enamel paint to give an even shade including cleaning the surface of dirt ,dust and other foreign matter with enamel with enamel paint other than white complete in all respect as per the direction of the Engineer-in-Charge.
92.6
-
-
Applying two coats of wood preservative on new wood and wood based surfaces after and including preparing he surface by thoroughly cleaning oil,grease, dirt and other foreign matter,sand papering and knotting
44.02
-
-
Applying priming coat over new wood and wood based surfaces after and including preparing the surface by throughly cleaning oil, greas,dirt,and other foreign metter with ready mixed paint brushing wood primer pink complete in all respect as per the direction of the Engineer-in-Charge.
44.02
-
-
Precast terrazzo tiles hydraulic compressed 20 mm thick with marble chips of specified sizes laid in floors, treads of steps and landings on a bed of 25 mm average thickness of cement mortar 1:6 (1 cement :6 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) including rubbing and polishing complete with tiles of Gray shades
70.96
-
-
P/F Toilet Sheet ( Orrisa Pan) Cera make
2
-
-
P/F Plastic Tank (500 Ltr.)
2
-
-
P/F Flushing Cistern ( 5 Ltr).
2
-
-
Providing and Fixing CI Man Hole Cover with frame (Medium duty) 500 mm internal dia weight of cover not less than 58 Kg. i/c carriage of material in all lead.
2
-
-
Providing and fixing sand cast/ Cast iron spun spigot & socket soil, waste and vent. Pipe 100 mm dia i/c cowl with in all lead and lift.
2
-
-
Wiring of Pump House at Head Works Nari
-
-
-
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"
30
-
-
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.
6
-
-
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.
70
-
-
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.
150
-
-
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.
30
-
-
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..
6
-
-
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.
0.96
-
-
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
6
-
-
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
6
-
-
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
4
-
-
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.
6
-
-
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
6
-
-
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.
8
-
-
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.
4
-
-
Extra for using salt and charcoal for pipe earth electrode complete as required.
4
-
-
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.
80
-
-
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.
8
-
-
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"
10
-
-
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.
50
-
-
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.
40
-
-
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
4
-
-
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.
2
-
-
Supplying and fixing backellite batten/angle holder including connection as required.
6
-
-
Providing, installing, testing and commissioning of ceiling fan and regulator including wiring the rod of standard length (upto 30cm) with 1.5 Sqmm PVC insulated copper conductor single core cabe etc. as required sweep type. Cat. A
8
-
-
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".
2
-
-
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.
2
-
-
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.
4
-
-
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.
6
-
-
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.
2
-
-
Extra using salt and charcoal for pipe earth electrode as required, including carriage of materials within all leads and lifts.
2
-
-
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.
40
-
-
Providing, fixing & testing Street Light Fixture with CFL of 36 watt, copper ballast, G.I. Pipe bracket, complete in all respects.
4
-
-
Schedule A4 - Collection Tanks
-
-
-
Excavation in foundation , trecnches including jungle clearance (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing of pumping out water, blasting soft/ hard rock or chiselling soft. Hard rock where blasting is prohibited all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring srtutting, planking, timbering and dewatering wherever required, stacking the usable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the usable soil to trenches in 15cm (fifteen centimeters) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus soil, un-usable materials as directed within all leads and lifts including rstoration of un-matalled surfaces to its original condition and also including cost of diversion of traffic, night signals, fixing caution boards, crossing over trenches for access to houses, etc. complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
177.33
-
-
Providing and laying cement concrete 1:3:6(Icement:3sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth i/c carriage of material in all leads & lifts
15.13
-
-
Providing and laying cement concrete using M - 30 (Not Lless than 1:1.5:3) concrete mix with graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :
-
-
-
( a) In foundation and plinth including carriage of material in all leads & lifts.
25.09
-
-
(b) Wall (any thickness but not less than 0.10m thickness)attached pillars,pilasters ,buttresses, plinths and string courses etc.from top of foundation level up to all floor level including carriage of material in all leads & lifts.
59.85
-
-
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:-
-
-
-
(a) Flat surfaces such as soffits and suspended floors, roofs landing and the like floors etc. upto 20 mm in thickness.
21.5
-
-
Vertical surfaces such as walls circular or curbed in plan of ( any thickness but not less than 0.1 meter thickness)attached pilasters, buttresses plinths and string courses etc. from top of foundation level up to all floor levels in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
550.93
-
-
Providing form work of ordinary timber plankings, so as to give rough finish including centring, shuttering, strutting and propping etc. with wooden battans and ballies height of propping and centring below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete and plain In Arches upto any span in all leads and lifts and as per the direction of the Engineer-in-Charge.
-
-
-
Arches exceeding 6 Mtr in span
162.62
-
-
Providing and laying cement concrete work 1:1.5:3 (Icement:1.5sand:3 graded stone aggregate 20mm nominal size)and curing complete excluding cost of rom work and reinforcementn for reinforced concrete work in ;-
-
-
-
Arches upto floor all level including all leads & lifts complete.
8.32
-
-
Suspended floor roofs, landing, and shelves and their support balconies, beams, girders,bresumers and cantilever upto floor two level.
4.76
-
-
Tor steel reinforcement for RCC work i/c bending,binding and placing in position complete i/c bending wire upto floor all level (as per standred design)including carriage of material in leads & lifts.
8175.94
-
-
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
67.08
-
-
P/Fixing 200 mmWide CI Rungs With Chequarred/Ribbed non slip surfaces i/c fixing inM/Hole with 200 X100 X100 mm cement conc.1:3:6 (1cement:3 Sand 6 Stone aggregate 40 mm nominal size) in all lead & lift and to the entire :satisfaction of the engineer in charge.
30
-
-
Providing and fixing Scour pipe of GMS pipe of suitable dia including extra carriage within all leads and lifts and as per the direction of the Engineer-in-Charge.
-
-
-
100mm dia (Medium Class)
30
-
-
125mm dia (Medium Class)
51
-
-
Providing and fixing C.I sluice valve Leder/ Kirloskar/ Kartar/ LP brand approved valve (with hand wheel) as per IS: 780 (including brass spindle and as per IS: 2906 Class-II complete with bolts., nuts, rubber insertion etc. ( along with tail pieces if required) 125 mm dia including all leads and lifts complete.
8
-
-
Constructing chamber 600x600x750 mm size for sluice valve with CI surface box 100 mm top dia., 160mm bottom dia., & 180mm deep with chained lid & RCC top slab in 150mm thick RCC walls in c.conc. 1:2:4 (1 cement : 3 snad : 6 graded stone aggregate 20mm nominal size) 100mm thick foundation conc. 1:5:10 mix (1 cement : 5 sand : 10 graded stone agregate 40mmnominal size) & inside plastering with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete. complete in all respect within all leads & lifts.
2
-
-
Providing and fixing SFRC. Man hole cover with frame(Medium duty) 500 mm internal dia Weight of cover not less than 58 kg including carriage of material in all leads & lifts.
8
-
-
Providing and fixing inlet, outlet & over flow pipe of suitable dia including carriage of material in all leads & lifts.
4
-
-
Providing & fixing sand cast / cast iron spun spigot and socket soil, waste and ventilating pipe 100 dia including cowl with in all laeds & lifts.
4
-
-
Over Head Service Reservoirs (MBR) Nari Upperli & Sector storage Tank (OHSR) Nari Nichli & Over Head Service Reservoirs sector storage Tank Samoor
-
-
-
Excavation in foundation and trenches etc. in all kinds of soils such as pick work, jumper work, blasting in soft / hard rock, chiselling / wedging out of rock where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when reuired into plinth sides of foundation etc. consolidating each deposted layer by ramming and watering and then disposing of all surlus excavated earth as directed by the Engineer-in-charge in all leads and lifts.
57.03
-
-
Providing and laying cement conrete (M-10) concrete mix with graded stone aggregate 40 mm nominal size complete and curing complete excluding cost of form work in foundation and plinth including carraige of material within all leads and lifts as per the direction of the Engineer-in-Charge.
4.26
-
-
Providing and laying cement concrete using M - 30 concrete mix with 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
12.42
-
-
Wall (any thickness, but not less than 0.10 m thickness) attached pilasters, buttresses, plinth & string course etc. from top of foundation level upto floor two level. (i) floor four level to five level
39.39
-
-
Column, pillars, posts & struts upto floor five level
-
-
-
floor two level to floor three level
8.01
-
-
floor three level to floor four level
4.53
-
-
floor four level to floor five level
12.96
-
-
Lintels, beams garders bressumers & cantilevers upto floor two level
-
-
-
floor two level to floor three level
9.42
-
-
floor three level to floor four level
2.49
-
-
Arches upto floor two level
-
-
-
floor two level to floor three level
9.06
-
-
floor three level to floor four level
6.33
-
-
Suspended floors, roofs, landings etc. upto floor two level
6.15
-
-
Providing formwork with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering and propping etc. with wooden battans and ballies height of propping and centring below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu reinforced concrete and plain
-
-
-
(i) Foundation, footing, bases of columns etc. and mass concrete
366.21
-
-
(ii) Flat surface such as soffits of suspended floors, roofs, landingand the like
57.21
-
-
(iii) Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillares buttresses, plinth & string courses and the like.
-
-
-
(a) Upto 4.00 mtrs. (i) For vertical surfaces of tank
393.93
-
-
(iv) Columns, pillars, post & struts
60.33
-
-
(b) Beyond 4.00 mtrs.
159.84
-
-
(v) Beams, cantilever, girders & lintels, sides & soffits of beams, beam haunchings, cantilevers, bressummers & lintels not exceeding 1.00 mtrs. Depth in all height from floor
113.94
-
-
(vi) Providing form work of ordinary timber plankings, so as to give rough finish including centring, shuttering, strutting and propping etc. with wooden battans and ballies height of propping and centring below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete and plain
48.36
-
-
(In Arches not exceeding 6.00 mtr.span) upto 4.00 mtr.height
55.14
-
-
Beyond 4.0m height
-
-
-
Providing Tor steel reinforcement for RCC work including bending, binding & placing in position complete in all leads & lift upto floor two level
19580.91
-
-
Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1 cement : 3 Sand) complete in all respect within all leads & lifts.
895.89
-
-
Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt & remains of loose powdered material.
895.89
-
-
Providing & fixing 500 mm dia. CI man hole cover with frame and the weight of frame & cover should not be less than 100kg complete in all respect within all leads & lifts.
-
-
-
Laying GMS/MS Pipes conforming to relevants BIS codes of below mentioned diameters fully jointed with MS Flanges of Table - 5 as per IS :6392 - 1971 excluding the cost of excavation in trenches complete in all respect within all leads & lifts.
-
-
-
150mm dia
150
-
-
Steel work welded in built up sections, trusses & framed work i/c cutting, hoisting fixing in position & applying a primary coat of red paint in grating, framed guard bars, ladders, railing, brackets & similar works
1001.7
-
-
Fixing Laying GMS pipes conforming to IS 1239-1990 / 2004 (Part-1) screwed & socketed joints (Light grade ) excluing the cost of excavation in trenches
-
-
-
50 mm dia.
161.13
-
-
Providing & fixing CI sluice valve leader/ kartar/kirloskar/ LP Brand approved make (with hand wheel) as per IS 780:1984 Class - I upto 300mm dia. i/c brass spindle & as per 2906 - 1984 Class II for diameter more than 300mm complete with bolts, nuts, rubber insertion etc. (The tail pieces if required shall be measured & paid seprately) complete in all respect with in all leads & lifts.
-
-
-
150 mm dia.
12
-
-
Providing & fixing GMS bends 150 mm dia of required degee made from parental tubes confirming to relevent codes fullflangeedd with MS flange wwit table 5 confirming to IS 6392-1971 complete in all respect with in all leads & lifts.
150
-
-
Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1 Cement :3 Sand: 6 graded stone aggregate 20 mm nominal size ) in all lead and lifts as per the direction of the Engineer - in- Charge.
42.06
-
-
Providing under layer for plinth protection of 75 mm thick ( unconsolidated )bed dry brick/ stone aggregate 40 mm nominal size will rammed and consolidated and grouted with fine sand including preparation of ground i/c. entire carriage of material and as per direction of the Engineer-in-Charge..
42.06
-
-
Constructing chamber 600x600x750 mm size for sluice valve with CI surface box 100 mm top dia., 160mm bottom dia., & 180mm deep with chained lid & RCC top slab in 150mm thick RCC walls in c.conc. 1:2:4 (1 cement : 3 snad : 6 graded stone aggregate 20mm nominal size) 100mm thick foundation conc. 1:5:10 mix (1 cement : 5 sand : 10 graded stone agregate 40mmnominal size) & inside plastering with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete. complete in all respect within all leads & lifts.
9
-
-
P/Fixing of below items required for OHSR complete
-
-
-
MS Sheet Locking arrangement for Manhole
3
-
-
Lighting conductor
3
-
-
Water measuring gauge
3
-
-
Vent pipe i/c CI cowl complete
3
-
-
Flanged bell mouth a/w puddle collors
3
-
-
Expension joints
3
-
-
Schedule A5- Gravity Mains/ Distribution System
-
-
-
Excavation in foundation , trecnches including jungle clearance (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing of pumping out water, blasting soft/ hard rock or chiselling soft. Hard rock where blasting is prohibited all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring srtutting, planking, timbering and dewatering wherever required, stacking the usable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the usable soil to trenches in 15cm (fifteen centimeters) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus soil, un-usable materials as directed within all leads and lifts including rstoration of un-matalled surfaces to its original condition and also including cost of diversion of traffic, night signals, fixing caution boards, crossing over trenches for access to houses, etc. complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
-
-
-
For Proposed pipes in pick work/Jumper work
19367.61
-
-
For dismentalling of existing G.I. Pipe.
1320.36
-
-
Laying, jointing and testing in trenches galvanised mild steel tube of light/ Medium grade screwed and socketed complete conforming to IS 1239-2004 (With upto date ammendments) including providing and fixing tube fitting such as union, tees, socket etc (excluding cost of , valves and earth work in trenches, will be measured and paid for separately.) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge.
-
-
-
20mm dia GMS pipe (light grade)
1963
-
-
25mm dia GMS pipe (light grade)
2685
-
-
32mm dia GMS pipe (light grade)
353
-
-
40mm dia GMS pipe (light grade)
4275
-
-
50mm dia GMS pipe (light grade)
6650
-
-
65 mm dia GMS pipe (Light grade)
4000
-
-
80 mm dia GMS pipe (light grade)
4650
-
-
100 mm dia GMS pipe (light grade)
2951
-
-
Dismentalling of old existing GI pipe (Light class)of the following dia and stacked properly at head works complete in all respect within all leads & lifts and entire satisfection of the Engineer-In-Charge. (Labour Rate)
-
-
-
15 mm dia
6300
-
-
20mm dia
2935
-
-
25mm dia
2940
-
-
32 mm dia
4185
-
-
40mm dia
1095
-
-
50mm dia
1260
-
-
65 mm dia
60
-
-
100 mm dia
97
-
-
Relaying of useful serviceable dismentalled GI pipe with in all leads and lifts and entire satisfection of the Engineer-In-Charge. (Labour Rate)
-
-
-
20mm dia
1440
-
-
25mm dia
1470
-
-
32 mm dia
2092
-
-
40mm dia
560
-
-
65 mm dia
30
-
-
100 mm dia
49
-
-
Providing and fixing Copper Alloy Gate Valves (class-I) for water works purposes as per IS778-1984 in complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.(reaffirmed-2007).
-
-
-
25mm dia
20
-
-
32mm dia
10
-
-
40mm dia
35
-
-
Providing and fixing C.I sluice valve leader/kirloska/ Lp Brand approved make (with hand wheel) as per IS: 780 (including brass spindle and as per IS: 2906 Class-II complete with bolts., nuts, rubber insertion etc. ( along with tailtail pieces if required) various dia including complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
-
-
-
50mmdia
4
-
-
65mmdia
2
-
-
80mm dia
2
-
-
100mm dia
2
-
-
Providing and fixing of cast Iron Air valve approved makeof following dia. Coforming to BS :1452-90 complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.ect. Pressure Range 11.22 Kg/cm2
-
-
-
25mm dia
8
-
-
Schedule A6- Automation
-
-
-
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 LWSS Nari Tubewell to C/tank to Main Storage Tank (Submersible Pump Set 2x5 HP (one act will be Standby & (Cenrifugal Pump Set 2x5 HP (one act will be Standby) for LWSS Nari & Samoor. Tubewell to C/tank to Main Storage Tank (Submersible Pump Set 2x5 HP (one act will be Standby & (Cenrifugal Pump Set 2x5 HP (one act will be Standby))
2
-
-
Schedule A7- Solar Plant
-
-
-
Proiding and installation of Solar teck stand dusk to down automatic operation with 1Kilo watt pannel complete of ruputed brand system with 1500 VA Solar Inverter, 2x150AH Solar Battery, 4x270 watts solar pannels, GI structure complete. Accessories as per satndred complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
-
-
-
Head Works WSS Nari & Samoor.
2
-
-
Schedule A8 For Zone-1 Chlorination Plant
-
-
-
Supply,installation commissioning and testing of vacum operrated, 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 all respect including entire carriage of material with in all leads and Lifts and as per direction of the Engineer-in-Charge
-
-
-
Chorinatator capable ti drliver 0-2500 gm /hr of clorine gas comprising of spring opposed in let valve, rate valve, flow metre remote rejector assembly with build in chack valve, vaccum tubing, vent tubing and injection assembly. Set of 2 Nos. :IW+IS
2
-
-
Booster pump set ve/nf with electic motor crumption/ cirlosker/ ABB operator o 400/440 Volts, 3 phase 50HZ electric supply to suit ejector assembly of clorinator, mounted on common base frame and starter and making foundation in PCC 1:3:5 for booster pump. Set of 2 Nos. :IW+IS
2
-
-
Water piping from water main to booster pump and delivery of water to elector through 25 mm dia GI pipe medium garde complete with all fitttings such as 25 mm inlet gate valve, 25 mm delivery valve, y type stainer 25 mm heavy duty PVC plubing pipe sch 80 upto enjection point before injector assemb/ pipeing upto delivery main
2
-
-
Accessories / spares :- multipurpose cylinder Key-1 No. lead washer 6 Nos., ejector gasket 2 set, hose clips-4 Nos. and Amonia Bottle -50 ml -1 No.
2
-
-
Clhlorine gas cylinder 100 Kg capacty duly approved by CEE nagpur and filled with chlorine gas.
8
-
-
Clhlorine ianalyzer to indicate chlorine contents level in the chlorinated water to supply
2
-
-
Safety items: covering chlorine leak emerency kit 1No. Self contained breathing apparatus 1No. And eye shower- 1No.
2
-
-
Errection and commisiioing charges
2
-
-
SCHEDULE B1 For LWSS Nari & Samoor
-
-
-
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
-
-
-
Operation & maintenance for Ist year
1
-
-
Operation & maintenance for 2nd year
1
-
-
Operation & maintenance for 3rd year
1
-
-
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