Augmentation and Improvement of vairious LIS in GP KalaAmb Tehsil Nahan District Sirmour HP

Amount

Transporation of rotary Rig alongwith allied accessores etc. complete including errection and levelling at site through all kinds of roads, approaches fields etc. in all leads, lifts upto site of work complete in all respects as per the direction of the Engineer Incharge.

Earth work in foundation for digging tubewell in all kinds of soil including dewatering sloring struting from ground level upto 5 metres including disposing excavated soil in all leads,lifts complete in all respects as per the direction of the Engineer Incharge 0 to 5 mtrs.

Drilling of bore as per specifications laid down in IS 2800-1991 (Part-I) with upto date ammendments (if any) with Roatry rig starting with 650-600 mm dia M.S. pipe reduded to 450-400 mm dia MS pipe conforming to IS 4270-2001 with upto date ammendments (if any) in all kinds of soils boulder rocks collepsible strata saturated so as artesian conditions including the cost of all consumbales stores water fuel lubicants and other accessories etc complete in all respects as per direction of the Engineer Incharge.

Drilling and lowering of MS casing pipes conforming to IS 4270-2001 with upto date ammendments (if any) of suitable sizes as mentioned above from 5 to 30 metres below ground level with all leads and lifts.

Drilling and lowering of MS casing pipes conforming to IS 4270-2001 with upto date ammendments (if any) of suitable sizes as mentioned above from30 to 60 metres below ground level with all leads and lifts.

Drilling and lowering of MS casing pipes conforming to IS 4270-2001 with upto date ammendments (if any) of suitable sizes as mentioned above from 60 to 90 metres below ground level with all leads and lifts.

Drilling and lowering of MS casing pipes conforming to IS 4270-2001 with upto date ammendments (if any) of suitable sizes as mentioned above from 90 to 140 metres below ground level with all leads and lifts.

Drilling and lowering of MS casing pipes conforming to IS 4270-2001 with upto date ammendments (if any) of suitable sizes as mentioned above from 125 to 200 metres below ground level with all leads and lifts.

Collection, preservation and display of suitable size sample box with top lid and locking arrangement till balancing over of the tube well to the department, complete in all respects as per direction of the Engineer Incharge.

Providing and fixing M.S. taper/reducer as per lengths approved by Engineer-in-charge, the material of M.S. taper/reducer shall be equivalent to parent pipe material and shall conform to chemical composition as per clause 5.2and mechanical properties as per clause 6.1 and table 1 to 4270-2001 with upto date amendments, if any, complete in all respects as per directions of Engineer-in-Charge.

Supplying and lowering of IS marked Electric Resistance welded MS pipe 300mm dia nominal size housing, 8.0mm thick having outside dia metre 323.90mm screwed end socketted, conforming to IS 4270-2001 with upto date ammendments (if any) about 4metres to 7 mtrs.in length welded without any circumfrential joints, into bore hole in vertical position including cost of all scaffolding derricks, poles, clamps embedded in foundtion etc, including cost of all cutting threading and welding of pipes etc, within all leads, lifts complete in all respects as per the direction of the Engineer Inchaege.

Providing and fixing and lowering of L.S. marked electric residrance welded(ERW) pipe of 300mm dia nominal size housing 6.4 mm thick as per IS 8110-2000 with slot size 75x1.57mm with upto date ammendments , if any and specification as per ISI complete in all respects.

Supplying and lowering of IS marked Electric Resistance welded MS pipe 200mm dia nominal size housing, 6.4mm thick having outside dia metre 219.1mm screwed end socketted, conforming to IS 4270-2001 with upto date ammendments (if any) about 4metres to 7 mtrs.in length welded without any circumfrential joints, into bore hole in vertical position including cost of all scaffolding derricks, poles, clamps embedded in foundtion etc, including cost of all cutting threading and welding of pipes etc, within all leads, lifts complete in all respects as per the direction of the Engineer Inchaege.

Providing and fixing and lowering of L.S. marked electric residrance welded(ERW) pipe of 200mm dia nominal size housing 6.4 mm thick as per IS 8110-2000 with slot size 75x1.57mm with upto date ammendments , if any and specification as per ISI complete in all respects.

Providing and fixing M.S. Centralized guides at suitable spacing for each tubewell as per IS 226-1991 with uptodata ammendments , if any, within all leads, lifts 1x4Nos complete in all respects as per the direction of the Engineer Incharge.

Supplying , lowering and fixing in position IS marked mild steel bail plug of 200mm /300mm dia metrer with "U" hocks as per IS 2800-1991 with upto date ammendments if any , whtin all leads, lifts complete in all respects as per direction of the Engineer Incharge.

Providing and fixing in position threaded iron cap with locking arrangements of approved design to prevent foreign matter from getting into bore hole, as required, within all leads, and lifts complete in all respects, as per direction of the Engineer Incharge.

Supplying and packing of gravel consisting of hard quartz or other suitable materail, with an average specific gravity of not less than 2.5 not containing more than 2% by weight of thin flat or elangated pieces shall be of sub founded to rounded grains with mininimum angular features of size 2-2.35 mm, shall be free from impurities such as shafe, shale, mica, felspar, clay , sand, dirt , loam hamatite and organic materials as per IS 4097-1967 with upto date ammendments, if any around intake of tubewell with minimum thickness of should around screen generally 100mm to the entire depth of the bore as per IS 2800 (part-I) 1991 with upto date ammendments, if any,with in all leads, lifts complete in all respects as per directions of the Engineer Incharge.

Development of tubewell by back washing method, with air compressor of minimum 750 CFM capacity , pumping pipe of 200mm size and air line of minimum 65mm size or with other suitable method, till the well is throughtly developed as per clause 4.2 of IS 111.89 : 1985 with upto date ammendments , if any complete in all respects as per direction of the Engineer Incharge.

Development of tube well by continuous over pumping method with VT pumps/ submersible pumps of suitable capacity not less than double the discharge established by the compressor method/ design discharge, untill the well is sand free as per IS 11189-1985 with uptodate ammendements, if any complete in all respects as per diection of the Engineer Incharge. The draw down and dischage to the established by running the VT/ submersibloe pump continuously for 8 hours in the presence of office not less than the rank of Assistant Engineer.

Testing of verticality of the tubewell as per clause 4.3 of IS 2800 (part-II) 1979 with uptodate ammendments, if any, using kplumb or plunger 6mm smaller in dia within the insiee diameter of the well casing . The results of the verticality test shall be recorded on proforma shown in appendix A of IS 2800 (part-II) -1979 with upto data ammendments, if any, as appended with the tender documents and handed over complete in all respects as direction of the Engineer Incharge.

Dismentalling of rigs or other allied accessories after completion of job within all leads, lifts complete in all respects as per diection of the Engineer Incharge.

Handing over of the tubwell in complete shape as per appendix B of the clause 7 of IS 2800 (part-II) 1979 with upto date ammendments, ifany, as appended with the tender documents in laminated form in tripicate, complete in all respects as per direction of the Engineer Incharge.

Submersible pumping Machinery Markanda River to Sump well ,Sump well to Lis Moginand ,Tubewell to MDT AT Lis Johron,Tubewell to MDT AT LIS Kheri & LIS Moginand 1st stage to D/ Tank centrifugal,LIS Mainthapal Main stage to D/Tank

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

Markanda River To Sump well 1X15HP

Nos of Pump Reqd. 1Nos Pumps

Total Head in mtrs (i/c depth of Column Pipe in case of T/well) : 23 mtrs

Capacity (in LPS):- 24.56 LPS

Dia of R/Main (in mm):- 200 mm

Length of R/Main (in rmt):- 90 Rmt

Tube Well to Main D/Tank at Johron 1X 75HP

Nos of Pump Reqd. 1Nos Pumps

Static Head:- 90 Mtrs

Total Head in mtrs (i/c depth of Column Pipe in case of T/well) : 124.50 Mtrs

Capacity (in LPS):- 19.80 LPS

Dia of R/Main (in mm):- 200 mm

Length of R/Main (in rmt):- 240 Rmt

Tube Well to Main D/Tank at Kheri 1X 75HP

Nos of Pump Reqd. 1Nos Pumps

Static Head:- 45.31 Mtrs

Total Head in mtrs (i/c depth of Column Pipe in case of T/well) : 151.50 Mtr

Capacity (in LPS):- 18.80 LPS

Dia of R/Main (in mm):- 200mm

Length of R/Main (in rmt):- 380 Rmt

1st Booster stage to Sump well at Moginand 1X25HP

Nos of Pump Reqd. 1Nos Pumps

Static Head:- 38 Mtrs

Total Head in mtrs (i/c depth of Column Pipe in case of T/well) :- 42 mtrs

Capacity (in LPS):- 24.38 LPS

Dia of R/Main (in mm):- 200mm

Length of R/Main (in rmt):- 90 Rmt

Providing and fixing of Auto control panel with push button star delta starter for submersible pumps of L&T and reputed make fabricated with M.S sheet and Angle stand duly painted and complete with internal wiring ,comprising of main switch of suitable Amp. T.P. Volt meter, ammeter,hour run meter, phase indicating lamps with GSM based , Remote start/stop operation call/SMS for feedback regarding running of pumps & breakdown message, timer scheduling for fixed hours in a day,Inbuilt protection against overload/undervoltage,Dry run,single phase preventor,Inbuilt GPS tracker,phase reversal configurable volt/current limits with a facility to access the system through minimum 10 Nos. authenticated mobile Nos. complete in all respect, including entire carriage of materials upto all leads and lifts,installation and testing at site with entire satisfaction of Engineer-in-charge.(All meters to be installed shall be Digital)

Markanda River To Sump well

Tube Well to Main D/Tank at Johron

Tube Well to Main D/Tank at Kheri

1st Booster stage to Sump well at Moginand

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

Markanda River To Sump well 200mm PN 1.6

Tube Well to Main D/Tank at Johron 200mm PN 1.6

Tube Well to Main D/Tank at Kheri 200mm ASA 150

1st Booster stage to Sump well at Moginand 200mm PN 1.6

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

Markanda River To Sump well 200mm PN 1.6

Tube Well to Main D/Tank at Johron 200mm PN 1.6

Tube Well to Main D/Tank at Kheri 200mm ASA 150

1st Booster stage to Sump well at Moginand 200mm PN 1.6

Supply & fixing at site of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/KSB make of suitable size Cast steel/ Cast iron double flanged swing check type reflux valve confirming to BIS standard with up to date ammendments for R/main as mentioned in item No. 1( c) for withstanding nominal seat pressure as per item No.1(a) + surge pressure.The size of reflux valve shall be equal to size of Rising main of the same shall be provided with suitable bye pass arrangements. The Class of valve shall be PN-1.6 & shall be of various diameter.

Markanda River To Sump well 200mm PN 1.6

Tube Well to Main D/Tank at Johron 200mm PN 1.6

Tube Well to Main D/Tank at Kheri 200mm ASA 150

1st Booster stage to Sump well at Moginand 200mm PN 1.6

P/L at site suitable size copper PVC insulated armoured power three & half core cable conforming to BIS 1554 (Part I) -1988 or latest with up to date ammendments of Siemen/Gloster /ICC/EICO/ National /IEC make from meter of HPSEB to circuite breaker & from circuite breaker to bus bar switch & starter (one cable carrying all three phases) including all other electrical equipment/ accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc. laid in pipes or trenches under floor The type,size & make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.

Markanda River To Sump well

Tube Well to Main D/Tank at Johron

Tube Well to Main D/Tank at Kheri

1st Booster stage to Sump well at Moginand

P/L at site PVC jointless flat water proof cable as per BIS 694-1990 (latest with up to date ammendments) suitable for the pump sets offered from circuite breaker to motor & motor to starter including all other electrical equipments such as thimbles, flexible pipes, solder,nuts & bolts,cable glands etc. laid in pipes or trenches. The type,size & make will be subject to approval of HPSEB authorities.In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.

Markanda River To Sump well

Tube Well to Main D/Tank at Johron

Tube Well to Main D/Tank at Kheri

1st Booster stage to Sump well at Moginand

P/L double loop earthing with copper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt ,GI pipes,thimbles,nuts & bolts,digging of pits,GI wiring & 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendments suitable for above motors & other electrical equipments.

Markanda River To Sump well&Tube Well to Main D/Tank at Johron 1X 75HP&Tube Well to Main D/Tank at Kheri 1X 75HP&1st Booster stage to Sump well at Moginand 1X25HP

Supply & errection of floor/wall mounted power factor shunt capacitor conforming to BIS 2834-1986 or latest with upto date ammendments of BHEL/GEC/Machneil/ Mager/Bajaj/ L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually,of required KVAR according to HP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including L&T//Kilburn/Standard/Siemen/Havells make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer).

Markanda River To Sump well ( KVAR)

Tube Well to Main D/Tank at Johron ( KVAR)

Tube Well to Main D/Tank at Kheri ( KVAR)

1st Booster stage to Sump well at Moginand ( KVAR)

Supply of 100mm dia circular dial pressure gauge of suitable range & standard make such as Fiebeg/ Bourden/ Precision/PREGA with all accessories such as stop cock,copper tubing etc.conforming to BIS 3624-1987 or latest with up to date ammendments.

Markanda River To Sump well,Tube Well to Main D/Tank at Johron ,Tube Well to Main D/Tank at Kheri 1X 75HP&1st Booster stage to Sump well at Moginand 1X25HP

P/F double flanged suction, delivery pipe & common header considering site requirements, NPSH required & available & common header having area equal to two times the area of delivery branch of pump including tapers,flanges,rubber gaskets 3mm thick as per BIS-2712-1978 nuts & bolts as per 1364-1983 & special up to 5 mtrs. away from the outer wall of pump house as per layout drawings approved by Engineer-in-Charge. The pipes shall be capable of withstanding 1.5 times the total presure indicated in item no. 1 (E)-(ii). The size of suction pipe shall be one or two sizes larger than the suction size of pump such that valocity of flow in suction pipe is not more than 3.00 mtr/sec & delivery pipe shall be of size one size larger than nominal delivery size of pump.

Markanda River To Sump well 200 x 200x150mm

Tube Well to Main D/Tank at Johron 1X 75HP 200 x 200x150mm

Tube Well to Main D/Tank at Kheri 1X 75HP 200 x 200x150mm

1st Booster stage to Sump well at Moginand 200 x 200x150mm

Supply of antivibration pads confirming to BIS 6337-1971 or latest with up to date amendments of suitable size for above machinery as per site conditions and as per direction of the Engineer Incharge.

Markanda River To Sump well,Tube Well to Main D/Tank at Johron ,Tube Well to Main D/Tank at Kheri 1X 75HP&1st Booster stage to Sump well at Moginand 1X25HP

Errection of all equipment from s.No. 1 to 4 and 6 inclding cost of tees, bens, tapers and any other fittings required as per site conditions and as per direction of the Engineer Incharge.

Centrifugal pumping Machinery Moginand to D/Tank& Mainthapal to D/Tank

Supply, erection, testing & commissioning of horizontal spindle,horizontal split casing,radial split Single,/Multistages centrifugal pumps of KSB/ Mather & Platt/ Jyoti/ Kiroskar /Beaconweir/ BS & BE make pump conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handle clear water, having characteristics as mentioned below in Item No. 8(A), with impelleres,casing ring, priming funnels & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate of cast steel /Mild steel to BHEL /Kirlokar/ NGEF/ Crompton / Siemen/Jyoti /GEC make slip ring /squirrel cage screen protected drip proof induction electric motor suitable for operation on the data given below i/c the cost of all the accessories in all leads and lifts & carriage of material at the site as per directions of Engineer-in-charge.

2 SET 25HPMoginand to D/Tank

Total Head:- 141.50 Mtrs

Capacity in LPS:- 5.87 LPS

Dia of R/Main:- 100mm dia

Length of Rising Main:- 1680 Rmt

2 set 40HP(Mainthapal to D/Tank)

Total Head:- 58.50 Mtrs

Capacity in LPS:- 24.56 LPS

Dia of R/Main:- 200 mm

Length of Rising Main:- 780 Rmt

2 SET 25HPMoginand to D/Tank &2 set 40HP(Mainthapal to D/Tank)

Providing and fixing of Auto control panel with push button star delta starter for submersible pumps of L&T and reputed make fabricated with M.S sheet and Angle stand duly painted and complete with internal wiring ,comprising of main switch of suitable Amp. T.P. Volt meter, ammeter,hour run meter, phase indicating lamps with GSM based , Remote start/stop operation call/SMS for feedback regarding running of pumps & breakdown message, timer scheduling for fixed hours in a day,Inbuilt protection against overload/undervoltage,Dry run,single phase preventor,Inbuilt GPS tracker,phase reversal configurable volt/current limits with a facility to access the system through minimum 10 Nos. authenticated mobile Nos. complete in all respect, including entire carriage of materials upto all leads and lifts,installation and testing at site with entire satisfaction of Engineer-in-charge.(All meters to be installed shall be Digital)

Note:- Star - delta - starter upto 37.5 KW , ATS between 37.5 KW to 50 KW and stater rotor starter with slipring motor beyond 50 KW.

Moginand to D/Tank

(Mainthapal to D/Tank)

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

Moginand to D/Tank PN-1.6 100mm Dia

(Mainthapal to D/Tank)PN-1.6 -200mm Dia

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

Moginand to D/Tank PN-1.6 100mm Dia

(Mainthapal to D/Tank)PN-1.6 -200mm Dia

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

Moginand to D/Tank PN-1.6 100mm Dia

(Mainthapal to D/Tank)PN-1.6 -200mm Dia

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

Moginand to D/Tank PN-1.6 100mm Dia

(Mainthapal to D/Tank)PN-1.6 -200mm Dia

P/L suitable size copper PVC insulated armoured power three & half core cable conforming to BIS 1554 (Part I) -1988 or latest with up to date ammendments of Siemen/Gloster/ICC/EICO/National /IEC make from meter of HPSEB to circuite breaker & from circuite breaker to bus bar switch & starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc. laid in pipes or trenches under floor The type,size & make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.

Moginand to D/Tank three & half core cable

(Mainthapal to D/Tank) three & half core cable

P/L PVC jointless flat water proof cable as per BIS 694-1990 (latest with up to date ammendments) suitable for the pump sets offered from circuite breaker to motor & motor to starter including all other electrical equipments such as thimbles, flexible pipes, solder,nuts & bolts,cable glands etc. laid in pipes or trenches. The type,size & make will be subject to approval of HPSEB authorities.In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost. submersible cable off FINOLEX make .

Moginand to D/Tank three & half core cable

(Mainthapal to D/Tank) three & half core cable

P/L double loop earthing with copper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt ,GI pipes,thimbles,nuts & bolts,digging of pits,GI wiring & 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendments suitable for above motors & other electrical equipments.(Moginand to D/Tank & (Mainthapal ))

Supply & errection of floor/wall mounted power factor shunt capacitor conforming to BIS 2834-1986 or latest with upto date ammendments of BHEL/GEC/Machneil/ Mager/Bajaj/ L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually,of required KVAR according to HP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including L&T//Kilburn/Standard/Siemen/Havells make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer).

(Moginand to D/Tank ) ( KVR)

(Mainthapal to D/Tank ) ( KVR)

Supply of 100mm dia circular dial pressure gauge of suitable range & standard make such as Fiebeg/Bourden/ Precision/PREGA with all accessories such as stop cock,copper tubing etc.conforming to BIS 3624-1987 or latest with up to date ammendments..(Moginand to D/Tank & (Mainthapal )

P/F GMS double flanged suction, delivery pipe & common header confirming to Heavy grade or latest with up to date ammendments considering site requirements, NPSH required & available & common header having area equal to two times the area of delivery branch of pump including tapers,flanges,rubber gaskets 3mm thick as per BIS-2712-1978 nuts & bolts as per 1364-1983 & special up to 5 mtrs. away from the outer wall of pump house ,sumpwell and jointing of delivery pipe with Rising Main as per layout drawings approved by Engineer-in-Charge.The pipes shall be capable of withstanding 1.5 times the total presure indicated in item no. 4a) or total dynamic pressure + surge pressure whichever is higher.The size of suction pipe shall be one or two sizes larger than the suction size of pump such that velocity of flow in suction pipe is not more than 3.00 mtr/sec & delivery pipe shall be of size one size larger than nominal delivery size of pump.Note :- Actual laying to be done as per final drawing to be approved by the Engineer Incharge.

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

(Moginand to D/Tank)150X150X100

(Mainthapal side)200X200X200

Supply of antivibration pads confirming to BIS 6337-1971 or latest with up to date amendments of suitable size for above machinery as per site conditions and as per direction of the Engineer Incharge.

2 SET 25HPMoginand to D/Tank &2 set 40HP(Mainthapal to D/Tank)

Errection of all equipment from s.No. 1 to 4 and 6 inclding cost of tees, bends, tapers and any other fittings required as per site conditions and as per direction of the Engineer Incharge.

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

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

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

Providing and laying cement concrete 1:1.5:3 (1 cement: 1.5 app.sand:3 app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer-Incharge.

Providing and laying cement concrete 1:1.5:3 (1cement:1.50 sand:3app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in walls including attached buttresses, pilaster of their caps & bases and their caps and bases and string courses etc upto floor two level in all height and depth. including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Steel work welded in built up sections , trusses and framed work including cutting, hoisting, fixing in position and applying and priming coat of red lead paint in gratings, framed guard bars, ladders, railings , brackets and similar work. including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.in RS Joints,Channel,Angle,Tees,MS Gate 3.00 x 1.00 mtrs

laying in trenches G.I. pipes (Earth in trenches to be measured and paid for seprately).a) 50 mm nomimal size.

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

Providing and laying DPC 38mm thick cement concrete 1:2:4(1cement:2app.sand: 4app.graded stone agg.12.5mm nominal size and curing complete.I/c all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Applying coat of hot bitumen(mexphlat 80/100 or equipment using 1.70Kg per square metre on damp proof, course after cleaning the surface with a cloth lightly socked in Kerosine oil, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

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

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

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

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

Edges of slab

Providing and laying cement concrete 1:5:10 (1cement:5app.sand:10app.graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/ breast walls, the size of plums shall usually be 150mm to 300mm as per I&PH specification,including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing stone filling behind R/wall including cost of material and carriage of material at site and as directed by the Engineer Incharge.

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

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

Columns,Pillars & Posts etc.

Providing Tor Steel reinforcement for RCC work including banding, binding and placing in polsition complete upto floor two lelvel including all leads, and carriage ofmaterial at site and as directed by the Engineer Incharge.including cost of binding including all leads ,lifts and carrige of material at site and as directed the Engineer Incharge.

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

6mm cement plaster to celling in cement mortar 1:3(1cement: 3app sand) including all leads, lifts and carraige of material at site and as directed by the Engineer Incharge.

15mm cement plaster in single coat on rough side of brick /stone masonary for interior plastering upto floor two level including arrises, internal rounded angles,chamfers and/or rounded angles not exceeding 80-mm in girth and finished even and smooth in cement mortar 1:6 (1cement:6sand) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

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

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

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

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

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

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

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

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

Providing plinth protection 50mm in cement concrete 1:3:6 (1cement:3app. sand: 6app. graded stone aggregate 20mm nominal size) including finishing the top surface of concrete smooth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

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

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

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

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

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

Providing and fixing PVC pipe 80 mm dia from P or s trap to septic tank & vent. in septic tank including carriage of materials with all leads, lifts and other incidentals complete as per entire satisafaction of the Engineer Incharge.

Providing and fixing P or s trap including carriage of materials with all leads, lifts complete as per entire satisafaction of the Engineer Incharge.

Providing and fixing toilet sheet with CP Brass hings (white) including carriage of materials at site as directed by the Engineer Incharge.

Providing and fixing vent pipes & fitting single socked pipe 50 mm dia ( 1.83 mtr. long) including carriage of materials at site as directed by the Engineer Incharge.

Supplying and fixing C I ( man holes cover )with locking arrangement for frame of internal dimension 455x610 mm rectangular MS cover ( light duty) single seat the weight of cover to be not less 116 KG, I/c allleads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Laying G.I pipe 15mm dia nominal size , including all leads, lifts and carriage of material at site and as directed by tbe Engineer Incharge.

Providing & Fixing G.I.UNION of Folowing Dia. Meters Complete in all respect, including all leads, lifts and carriage of material at site and as directed by the Engineer in charge.

Providing & Fixing G.I.Brass fullway valve of 15mm Dia. Meters Complete in all respect, including all leads, lifts and carriage of material at site and as directed by the Engineer in charge.

Providing and fixing Bib Tap (Superior of heavy type) 15 mm Dia etc. complete all respect all leads, lifts and including as per the direction of the Engineer Incharge.

Providing & Fixing G.I.Elbow of 15mm Dia. Meters Complete in all respect, including all leads, lifts and carriage of material at site and as directed by the Engineer in charge.

Providing and Fixing PVC Water Tank 1000 Litre capacity reputed company sintex/ashirvad etc as per requirement at site Complete in all respect, including all leads, lifts and carriage of material at site and as directed by The Engineer-Incharge.

P/F OF Modular GI box for moduler G.I Box Paint coated of various size complete in all respect including of all leads, lifts and carriage of material at site and as directed by the Engineer-Incharge.

Modular GI box for 6 module

Modular GI box for 4 module

Modular GI box for 2 module

P/F White combination Modular plates (Make Havells) complete in all respect including of all leads, lifts and carriage of material at site and as directed by the Engineer-Incharge.

6 module

4 module

2 module

Providing and fixing light point fan point and bulb point (make Havells) complete in all respect including of all leads, lifts and carriage of material at site and as directed by the Engineer-Incharge.

Providing and fixing power point 5/6 amper switch/socket complete in all respect including of all leads, lifts and carriage of material at site and as directed by the Engineer-Incharge. (Anchor and havells make).

Providing and fixing 15/16 amper switch / socket complete in all respect including of all leads, lifts and carriage of material at site and as directed by the Engineer-Incharge. (Anchor and havells make).

Providing and fixing Fan Regulator(1m) in modular accessories (make Hewels) complete in all respect including of all leads, lifts and carriage of material at site and as directed by the Engineer-Incharge. (Anchor and havells make).

Providing and fixing Dummy plate in modular accessories (make Hewels) complete in all respect including of all leads, lifts and carriage of material at site and as directed by the Engineer-Incharge. (Anchor and havells make).

Proiding and Fixing 32 amp DP switch with indicator in Modular accessories ( make osram/siska/ bajaj/Havells ) Including Complete in all respects. Including all leads, lifts as per the direction of the Engineer Incharge.

Proiding and Fixing 12 way Double door distribution board Including Complete in all respects. Including all leads, lifts as per the direction of the Engineer Incharge.

Proiding and Fixing 8 way Double door distribution board Including Complete in all respects. Including all leads, lifts as per the direction of the Engineer Incharge.

Proiding and Fixing MCB 10 amp to 32 amp(make osram/siska/ bajaj/Havells) Including Complete in all respects. Including all leads, lifts as per the direction of the Engineer Incharge.

Proiding and Fixing MCB 40 amp to 63 amp(make osram/siska/ bajaj/Havells) Including Complete in all respects. Including all leads, lifts as per the direction of the Engineer Incharge.

Proiding and Fixing Jambo Holder(make osram/siska/ bajaj/Havells) Including Complete in all respects. Including all leads, lifts as per the direction of the Engineer Incharge.

Proiding and Fixing LED surface square panel light 24 watt(make osram/siska/ bajaj/Havells) Including Complete in all respects. Including all leads, lifts as per the direction of the Engineer Incharge.

Proiding and Fixing PVC Copper Single core cable wire 1.5mm(make osram/siska/ bajaj/Havells) Including Complete in all respects. Including all leads, lifts as per the direction of the Engineer Incharge.

Proiding and Fixing PVC Copper Single core cable wire 4mm(make osram/siska/ bajaj/Havells) Including Complete in all respects. Including all leads, lifts as per the direction of the Engineer Incharge.

Proiding and Fixing PVC Copper Single core cable wire 10mm(make osram/siska/ bajaj/Havells) Including Complete in all respects. Including all leads, lifts as per the direction of the Engineer Incharge.

Providing, Installation, testing and commissioning or ceiling fan and regular including wiring the down rod of standard length (up to 30 cm) with 1.5 mm² PVC insulated copper conductor single core cable etc. as required 1200 mm sweep Categroy-A) complete in all respect, including of all leads, lifts and carriage of material at site and as directed by the Engineer-Incharge. and as directed by the Engineer Incharge.

Excavation in drains and channels etc.in earth work for pipes up to all depths in all classification of earthwork such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft / hard rock where blasting is prohibited in all lifts , trimming & dressing of sides, leveling of beds to correct grade including shoring/struting, planking, timbering & dewatering wherever required stacking the useable/unuseable material/soil seperately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unuseable material as directed with in all leads & lifts including restoration of un-metalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with-in all leads & lifts as per directions of the Engineer Incharge

Providing, laying, Jointing , testing & commissioning at site in trenches bevelled ended BIS marked API confirming to ISO -3183-2007 and its equivalent latest with up to date ammendments of following dia with steel grade , having wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipe's ends shall be bevelled suitable for but welding , including the cost of jointing with butt welding confirming to IS 816-1969 or latest with up to date ammendments (leak proof) in three layers (one inside and two out side )at site of work with welding rods of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe and specials shall have's zinc coating inside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with API -X-60. The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge (Earth work and cost of MS flanges after 90 mtrs length shall be measured & paid for seperately).

S. No. Wall Thickness Nom. Dia in mm Grade F.T

Laying, jointing, testing & commissioning at site in trenches ( levelled to proper grades), the plain ended BIS marked Galvanised Mild Steel (GMS) pipes of 150,125,200mm dia,80 (H) grade as under confirming to BIS 1239-(Part-1)-1990 or latest with up to date ammendments, capable of withstanding required test pressure as prescribed in BIS code, in randum lengths of 5.5 to 6.5 mtr including the cost of jointing material such as M.S. flanges as mentioned below conforming to BIS 6392-1971 duly welded in three layers at both inner & outer side at each ends of pipe (leak proof) alongwith nuts, bolts and washers of IS 1963 specification including asbestos fiber sheet gaskets 3mm thick (minimum) of standard make conforming to relevant IS specification and I/C cost of bends, tails pieces, tees & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions i/c carriage in all leads & lifts and as directed by Engineer-Incharge. (Earth work shall be measured paid for seperately).

100 mm(M) with flange table-17

100 mm(M) with flange table-5

Providing, welding and fixing M.S. plate flanges of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to GMS/ MSERW pipes after every 100 metres or as per site requirement including cutting of of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent I.S. Code i.e. IS 816-1969 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect in all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

S. No. Nom. Dia in mm FT

100 mm(M) with flange table-17

100 mm(M) with flange table-5

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

(PN-4.00 GRADE -63)140mm Dia

(PN-4.00 GRADE -63)125mm Dia

(PN-4.00 GRADE -63)110mm Dia

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

HYDRAULIC ENGINEERING COMPANY

M/S Sharma Enterpirses

H.N.SINGH AND COMPANY

Sohal Pal Singh

shiv iron general engineers