Package D5 Engineering Procurement construction testing commissioning trial run and operation and maintenance of various component for providing lWSS Village Makroli Chatter Behri Dhiala Gadrana

Amount

Transportation of Rig along-with allied accessories etc.complete including erection and levelling at site through all kind of roads,approaches field etc.in all leads and lifts upto site of work complete in all respect. (2x1=2 Nos.)

Drilling of bore as per specifications laid down in IS-2800-1991(Part-I) with uptodate ammendments,if any with Percussion Rig, DTH, or combination drilling Rig starting with 650-600mm.dia M.S.Pipe reduced to 450-400mm.dia M.S.pipe confirming to IS-4270-2001 with uptodate ammendments,if any in all kinds of soils,boulders,rocks, collapsible strata,saturated soil, artesian conditions including the cost of all consumables,stores, water, fuel, lubricants and other accessories etc.complete in all respect.

Drilling and lowering of M.S.casing pipes 650-600mm.dia confirming to IS-4270-2001 with uptodate ammendments, if any of suitable sizes as mentioned above from 0 to 30 Metres below ground level. (2x30=60 mtrs)

Drilling and lowering of M.S.casing pipes 600-550mm.dia confirming to IS-4270-2001 with uptodate ammendments, if any of suitable sizes as mentioned above from 30 Metres to 60 Metres below ground level. (2x30= 60 mtrs.)

Drilling and lowering of M.S.casing pipes 550-500mm. Dia confirming to IS-4270-2001 with uptodate ammendments, if any of suitable sizes as mentioned above from 60 Metres to 100 Metres below ground level. (2x40 = 80 mtrs.)

Drilling and lowering of M.S.casing pipes 500-450mm. Dia confirming to IS-4270-2001 with uptodate ammendments, if any of suitable sizes as mentioned above from 100 Metres to 120 Metres below ground level. (2x20=40 mtrs.)

Collection,preservations and display of suitable size sample box with top lid and locking arrangem,ent till handing over of the Tube-Well to the Department complete in all respect. (2x1=2 Nos.)

Supply and lowering of IS-Marked "Electric Resistance Welded Mild Steel Pipe 300mm.nominal size housing, 8mm. thick having outside diametre 323.9mm.screwed and socketted confirming to IS-4270-2001 with uptodate ammendments, if any, about 4.00 Metres to 7.00 Metres in length,welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles clamps embedded in foundation etc. including cost of all cuttings,threading and welding of pipes etc.complete in all respect. (2x60 =120 mtrs.)

Lowering at site electric resistance welded (ERW) stainless steel cage type v wire wound screens of size 300mm, 8mm O.D 322.00 Load Tensil 392.40 KN ending 80mm thick with slots opening 1.0 mm as per IS 8110-2000 with upto date ammendments, if any and material specifications as perAISI-American iron and steel Inst type grade SS-304 in suitable lengths as per site conditions, including the cost SS socket 6mm thickness of length 140mm (Supply by the deptt.) confirming to AISI grade 304, suitable to accomdate screen end ring including jointing screen with blind pipes complete in all respect including cost of all scaffolding, derricks, poles, clamps embedding in foundation etc., within all leads and lifts complpete in all respect as per the direction of Engineer-in-charge screen willo be continuous trapezoidal wire spirally wound around fabricated cage. The wrapping wire having a v shaped (wedge) profile wire with flats surface on the outside and producing expanding slots on the inside of various dimentions, resistance weldded to a cylindrical body made of number of longitudinal special high tensile support rods to provide smooth unrestrictred bore which are in turn welded into cylindrical ring couplings on both side of screens. (2x10=20 mtrs)

Providing and fixing M.S.Taper/Reducer as per lengths approved by the Engineer-in-Charge. The material of M.S. taper/reducer shall be equivalent to prevent pipe material and shall conform to Chemical composition as per Clause-5.2 and Mechanical properties as per Clause-6.1 and Table-1 of IS:4270-2001 with uptodate ammendments, if any, complete in all respect. (2x1=2 Nos.)

Supply and lowering of IS-Marked Electric Resistance Welded Mild Steel pipe 200mm.dia nominal size housing, 6.4mm.thick having outside diametre 219.1mm.screwed and socketted confirming to IS-4270-2001 with uptodate ammendments, if any, about 4.00 Metres to 7.00 Metres in length, welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles, clamps embedded in foundation etc. including cost of all cuttings, threadings aqnd welding of pipes etc.complete in all respect. (2x35=70 mtrs)

Lowering at site electric resistance welded (ERW) stainless steel cage type v wire wound screens of size 200mm ,6.30mm thick O.D 217.37 Tensil load 186.39 KN endring 6.40 with slots opening 1.0 mm as per IS 8110-2000 with upto date ammendments, if any and material specifications as perAISI-American iron and steel Inst type grade SS-304 in suitable lengths as per site conditions, including the cost SS socket 8mm thickness of length 140mm(Supplied by the deptt) confirming to AISI grade 304, suitable to accomdate screen end ring including jointing screen with blind pipes complete in all respect including cost of all scaffolding, derricks, poles, clamps embedding in foundation etc., within all leads and lifts complpete in all respect as per the direction of Engineer-in-charge screen willo be continuous trapezoidal wire spirally wound around fabricated cage. The wrapping wire having a v shaped (wedge) profile wire with flats surface on the outside and producing expanding slots on the inside of various dimentions, resistance weldded to a cylindrical body made of number of longitudinal special high tensile support rods to provide smooth unrestrictred bore which are in turn welded into cylindrical ring couplings on both side of screens. (2x15=30 mtrs)

Providing and fixing of M.S.centralized guides at suitable spacing for each Tube-Well as per IS-226-1991 with uptodate ammendments, if any complete in all respect. (2x4=8 Nos.)

Supply,lowering,fixing and lowering in position IS-Marked Mild Steel bail plug of 200mm/330mm. Diametres with 'U' hooks as per IS-2800-1991 with uptodate ammendments,if any complete in all respect. (2x1=2 Nos.)

Providing,fikxing and lowering in position threaded iron cap with locking arrangements of approved design to prevent foreign matter from getting into bore hole as required complete in all respect. (2x1=2 Nos.)

Supply and packing of gravel consisting of hard quartz or other suitable material with an average specific gravity of not less than 2.5, not containing more than 2% by weight of thin flat or stangated pieces shall be of sub rounded grains with minimum anuglar features of size 2-3.35mm.shall be free from impurities such as; shafe,shale mica, felspar, clay, sand, dit loam haematite and organic materials as per IS-4097-1967 with uptodate ammendments, if any arround intake of Tube-Well with minimum thickness of shroud around screen generally 100mm. to the entire depth of the bore as per IS-2800(Part-I):1991 with uptodate ammendments, if any, complete in all respect. (2x120=240 mtrs)

Development of Tube-Well by backwashing method with Air Compressor of minimum 750CFM capacity Pumping pipe of 200mm. Size and Air line of minimum 65mm size or with other suitable method, till the Well is thoroughly developed as per Clause-4.2 of IS-11189:1985, with upto date ammendments, if any; complete in all respect. (2x40=80 hours)

Development of Tube-Well by continuous over Pumping method with V.T.Pumps/Submersible Pumps of suitable capacity not less than double the discharge established by the Compressor method/design discharge, untill the well sand free as per IS-11189:1985 with uptodate ammendments, if any; complete in all respect as per the directions of the Engineer-in-Charge. The draw-down and discharge to be established by running the VT/Submersible pump continuously for 8 Hours in the presence of the officer not less than the rank of the Assistant Engineer. (2x40=80 mtrs)

Testing the vertcality of the Tube-Well as per Clause-4.3 of IS-2800(Part-II)-1979 with uptodate ammendments, if any, using plumb or plunger 6mm.smaller in dia within the inside diameter of the Well casing. The result of the verticality test shll be recorded on proforma shown in Appendix-A of IS:2800(Part-II)-1979 with uptodate ammendments, if any. (2x1=2 Nos.)

Dismentalling of Rig or other allied, accessories after completion of job complete in all respect. (2x1=2 Nos.)

Civil Works (as per Data Sheet No. 2 of Vol-III & Technical Specification Vol-II)

MBR & SR's

Design and Construction of RCC circular under ground/ partially underground & over head master balancing reservoir of following capacity & staging height at different node/ location of the village/town including site development, cost of excavation in all kind of soil cost of construction material, necessary arrangement of inlet, outlet, overflow & scour pipe alongwith sluice valve, chamber box & other fixtures & fitting including cost of pipe & aluminium ladder. (The design and drawing shall be got approved form competent authority before execution) ( refer Technical specification at vol-II & Data sheet No-2 Vol-III)

MBR-1 Bheri Bhola Ka Talu 100 KL 15.00 Metre staging height.

MBR-2 Dini 60 KL with 12.00 metre staging height.

C/O. Surarwan Collection Water Tank 140 KLD with 1.00 metre staging height.

C/O. Ram Nagar Collection Water Tank Ram Nagar 140 KLD with 1.00 metre staging height.

SR-2 Dhado of MBR-1, 100 KL with 12.00 metre staging height.

SR-3 Madholi of MBR -1, 40 KL with 12.00 metre staging height.

SR-4 Dhangal of MBR-1, 20 KL On ground

SR-5 Balakh of MBR-1, 50 KL On ground

SR-6 Tarhar of MBR-1, 10 KL On ground

SR-01 Makroli 40 KL with 12.00 mtr. Stg. Height

SR-2 Jamgal of MBR-1, 60 KL on Ground

SR-3 Samlet of MBR-1, 70 KL with 12.00 metre staging height.

Construction of Main Pump House near CWT (as per Data Sheet No. 2 of Vol-III & Technical Specification Vol-II)

Construction of RCC framed structure Main pump house near collection water tank at node No. 4 with load bearing wall. The pump house shall be authentically designed (to be approved by the competent authority). The work shall include all internal and external electrical wiring, water supply and sanitary fitting and other allied items. The clear height of walls shall be 5.00 mtrs, above upto slab level. The thickness of slab shall not be less than 100 mm. The outer doors & window shall be in double shutters and aluminium grills for windows. Internal wiring shall be in PVC conduit. within all leads and lifts and as per direction of Engineer-in-charge.

Provision for Solarteck stand dusk to dawn automatic operation with 74 wall Pannel, 74 ah tubular battery with 1 x 11 watt LED with two days autonomy with 5 mtrs, pole. within all leads and lifts and as per direction of Engineer-in-charge.

Construction of Mini Pump House near Tube Wells. (as per Data Sheet No. 2 of Vol-III & Technical Specification Vol-II)

Constructon of Mini pump houses near tube wells at node No. 3 with load bearing structure. The pump house shall be authentically designed (to be approved by the competent authority). The work shall include all internal and external electrical wiring, water supply and sanitary fitting and other allied items. The clear height of walls shall be 3.00 mtrs, above upto slab level. The thickness of slab shall not be less than 100 mm. The outer doors & window shall be in double shutters and aluminium grills for windows. Internal wiring shall be in PVC conduit. (2x5.00x3.90 = 39.00 sqm)

Construction of Type-I and Type-II Quarter (as per Data Sheet No. 2 of Vol-III & Technical Specification Vol-II)

Construction of with RCC framed structure. The Type-I quarter shall be authentically designed (to be approved by the competent authority). The work shall include all internal and external electrical wiring, water supply and sanitary fitting and other allied items. The clear height of walls shall be 3.00 mtr, aboave (upto slab level). The thickness of slab shall not be less than 100 mm in all respect shall be included in plinth area rates. The outer doors and windows shall be in double shutters and aluminium grills for windows. Internal wiring shall be in PVC conduit. within all leads and lifts and as per direction of Engineer-in-charge.

Construction of Type- I quarter (1 No.)

Construction of Type- II quarter (1 No.)

Provision for Solarteck stand dusk to dawn automatic operation with 74 wall Pannel, 74 ah tubular battery with 1 x 11 watt LED with two days autonomy with 5 mtrs, pole. within all leads and lifts and as per direction of Engineer-in-charge.

Barbed Wire fencing around the Pump house, MBR &SR's etc. (as per Data Sheet No. 2 of Vol-III & Technical Specification Vol-II)

Excavation in foundation trenches drains and channels etc for laying of pipe line & pits etc upto all depth in all kind of soil such as pick work, jumper work, saturated soil including pumping and bailing out water, blasting soft or hard rock demolation of road/path or by chiseling/wedging out soft or hard rock where blasting is prohabitted in all lifts including triming strutting planking, timbering and dewatering wherever required stacking useable, unuseable material/soil separately amd after laying jointing and testing of pipe & returning the useable soil in15cm layers when ramming & watering & then disposing of all surplus excavated soil/useable material as directed within all leads and lifts i/c restoration of unmatelled surface to its original condition & including cost of diversion for traffic, night signals, fixing of caution boards, crossing over trenches or fencing etc complete in all respect as directed by the Engineer-in-charge within all leads and lifts.

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

Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre so as to give fair finish including centering, shuttering and propping etc. with wooden battens and ballies, height of propping and centring below floor to ceiling not exceeding four metres and removal of the same for in-situ-reinforced concrete and plain concrete work in:-Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge.

Supply and fixing galvanised steel barbed wire (IS:278-1962 type-I) weighting 9.38 kg per 100 mtr (minimum) straining and fixing to any type of standard rails, straining bolts including securing with and provision of galvanised mild steel wire, staples or steel pins etc as directed posts and struts of wood concrete, steel etc and straining bolt shall be paid for separately) complete in all respect within all leads and lifts and as per direction of Engineer-in-charge.

Steel work in single section including cutting, hoisting fixing in position and applying a priming coat of red lead paint in beams joints, channels angles tees flats, in steel gate with connecting plates or angles cleats as in main and cross beams hip and jack rafter purlins connected to common rafers and the like within all leads and lifts and as per direction of Engineer-in-charge.

Brick work using common burnt clay building bricks of approved quality in square or rectangular pillar in cement mortar 1:6 (1cement:6sand) above plinth level upto floor two level (2nd. class bricks) within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing MS sheet 1mm thick Garriage door with frame i.e. 40x40x6 mm angle iron 3.15mm thick sheet plate at junction and corner all necessary fitting complete including priming coat of lead paint within all leads and lifts and as per direction of Engineer-in-charge.

Construction waste water collection sock Pit. (as per Data Sheet No. 2 of Vol-III & Technical Specification Vol-II)

Provision for waste water collection and carriage at habitation level including construciton of soak pit of 1.50 mtr dia and 5.00 mtr deep filled with bricks/gravel at available location (Total habitation = 34 Nos.) within all leads and lifts and as per direction of Engineer-in-charge.

Schedule A3- Rising main

Providing & Laying Rising main from T/well to Sumpwell (As per Data Sheet No. 3 of Vol-III & Technical Specification Vol-II)

Excavation in foundation trenches drains and channels etc for laying of pipe line & pits etc upto all depth in all kind of soil such as pick work, jumper work, saturated soil including pumping and bailing out water, blasting soft or hard rock demolation of road/path or by chiseling/wedging out soft or hard rock where blasting is prohabitted in all lifts including triming strutting planking, timbering and dewatering wherever required stacking useable, unuseable material/soil separately amd after laying jointing and testing of pipe & returning the useable soil in15cm layers when ramming & watering & then disposing of all surplus excavated soil/useable material as directed within all leads and lifts i/c restoration of unmatelled surface to its original condition & including cost of diversion for traffic, night signals, fixing of caution boards, crossing over trenches or fencing etc complete in all respect as directed by the Engineer-in-charge within all leads and lifts.

Providing, laying, jointing and testing of MSERW pipes duly flanged after 5th pipe with intermediate butt welded jointing including all degree bends cost of flanges tees etc, of required degrees, tee made from parent tube confirming to IS/ISO:-3183 -2007of steel grade L 210 or A as per dimensions, wall thickness & test pressure mentioned below in a randum length of pipe is 4-7 mtr, and the pipe should be welded with MS flange confirming to IS:6392-1971 & the welding should be done in two layers on both the faces to made the joints leak proof confirming to IS:816-1965 with electrode confirming to IS:814-1967) including required Nos., & size of MS nuts, and bolts confirming to IS:1369:1971 and asbestos fibre jointing gasket (compressed) sheet not be less than 3mm in thickness confirming to IS:2712-1985. The pipe shall have internal and external galvanised Zinc coating of approximate thickness owing to IS;4736 as and corresive coating at manufacturing site. Thirt party inspection shall be arrange by the firm at his own cost in the presence of departamental representative from any one of the agencies i.e. DNV/SGS/BUREAU VARITAS. The laying of pipe should be conformed to IS:5822-1994 as per the direction and satisfaction of the Engineer-in-charge.

Dia of pipe Wall Thickness in mm Outer Dia in mm Wight of pipe in Kg. Per Rmt. Flange Table

200mm dia MSERW pipe ZINC coated node No. 1 to 3, 2 to 3) (T/well to main C/tank (stage-Ist)

200mm dia MSERW pipe ZINC coated node No. 3 to 4 (P/house to C/tank (stage-Ist to stage-2nd)

125mm dia MSERW pipe ZINC coated node No. 4 to 9 (stage-2nd to phase-2nd, main storage tank)

125mm dia MSERW pipe ZINC coated node No. 4 to 7 (stage-2nd to phase-I, main storage tank)

125mm dia MSERW pipe ZINC coated node No. 4 to 5 (Stage-2nd to main storage tank Ph-3rd)

Construction of Thrust Block 278 Nos. (As per Data Sheet No. 3 of Vol-III & Technical Specification Vol-II)

Excavation in foundation trenches drains and channels etc for laying of pipe line & pits etc upto all depth in all kind of soil such as pick work, jumper work, saturated soil including pumping and bailing out water, blasting soft or hard rock demolation of road/path or by chiseling/wedging out soft or hard rock where blasting is prohabitted in all lifts including triming strutting planking, timbering and dewatering wherever required stacking useable, unuseable material/soil separately amd after laying jointing and testing of pipe & returning the useable soil in15cm layers when ramming & watering & then disposing of all surplus excavated soil/useable material as directed within all leads and lifts i/c restoration of unmatelled surface to its original condition & including cost of diversion for traffic, night signals, fixing of caution boards, crossing over trenches or fencing etc complete in all respect as directed by the Engineer-in-charge within all leads and lifts.

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

Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre so as to give fair finish including centering, shuttering and propping etc. with wooden battens and ballies, height of propping and centring below floor to ceiling not exceeding four metres and removal of the same for in-situ-reinforced concrete and plain concrete work in:-

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge.

Providing and laying cement concrete 1 : 1.50 : 3 ( 1 cement : 1.50 sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

Foundation, footing, bases of column and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charges.

Providing tor steel reinforcement for reinforced concrete work including bending, binding, & placing in position complete upto floor two level) within all leads and lifts as per direction of Engineer-in-charge.

Schedule A4- Pumping Machinery and Electrical works

Pumping Machinery and Electrical works

Submersible Pumping Machinary T/well to Collection tank (As Per Data sheet No. 4 of Vol-III & Technical Specification Vol.-II)

Supply, erection, testing & commissioning of star rated energy efficient submersible pumping set of reputed make such as KSB/ BS/ Johnston/ Worthington/ Sabar/ Oswal/ Kirloskar/ Calama / Crompton /NGEF/Jayoti 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 characterstics as mentioned in items (A) 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 and repaired trenches for cable and covering the same alongwith fixing floor tiles, providing protection fencing and panel room for bore pumps as directed by the Engineer incharge. It should include all types of valves such as sluice valve, reflux valve, air valves and C/O chambers. In case the HP of the pump changes after resurvey and approval of the design from the deptt. , the rates shall be payable on prodata bases.The pump set should include water level guard, errection clamps, cable clips & depth gauge etc. & suitable for operation on data given below:-

15.98 LPS with Total Head of 58.26 Mtr - 25 HP (T/ well to C/ tank at node No. 1 to 3, 2 to 3 - stage-I) (2x25HP)

Supply and Erection of Centrifugal pumping machinery (As Per Data sheet No. 4 of Vol-III & Technical Specification Vol.-II)

Supply, erection, testing & commissioning of star rated energy efficient Centrifugal pumping set of reputed make such as KSB/ Mather & Platt/ Jyoti / Kirloskar / Beaconweir /BS and BE 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 characterstics as mentioned in items (A) 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 /Siemens /GEC 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 and repaired trenches for cable and covering the same alongwith fixing floor tiles, providing protection fencing and panel room for bore pumps as directed by the Engineer incharge. It should include all types of valves such as sluice valve, reflux valve, air valves and C/O chambers. In case the HP of the pump changes after resurvey and approval of the design from the deptt. , the rates shall be payable on prodata bases.The pump set should include water level guard, errection clamps, cable clips & depth gauge etc. & suitable for operation on data given below:-

15.98 LPS with Total Head of 242.20 Mtr - 100 HP (P/house to main C/ tank at node No. 3 to 4- stage-I to II) (2x100 HP)

3.08 LPS with Total Head of 156.16 Mtr - 15 HP (P/house to main S/tank at node No. 4 to 9 - Ph. 2nd-A) (2x15HP)

6.96 LPS with Total Head of 129.69 Mtr - 25 HP (P/house to main S/tank at node No. 4 to 7 -Ph.-3rd) (2x25HP)

5.97 LPS with Total Head of 140.07 Mtr - 22.50 HP (P/house to main S/tank at node No. 4 to 5 - stage-II to Ph.-Ist) (2x22.50HP)

Providing and Installation of sensor based auto cut off system for dry run conditon of submersible pump as per aspproved specification and as directed by Engiener-in-charge. (if applicable) within all leads and lifts and as per direction of Engineer-in-charge.

Providing suitable digital pressure gauge ISI marked within all leads and lifts and as per direction of Engineer-in-charge.

Schedule A5- Gravity Main & Distribution System

CONVEYANCE MAIN ( Tank to Tank line) (as per Data Sheet No. 5 of Vol-III & Technical Specification Vol-II)

Excavation in foundation trenches drains and channels etc for laying of pipe line & pits etc upto all depth in all kind of soil such as pick work, jumper work, saturated soil including pumping and bailing out water, blasting soft or hard rock demolation of road/path or by chiseling/wedging out soft or hard rock where blasting is prohabitted in all lifts including triming strutting planking, timbering and dewatering wherever required stacking useable, unuseable material/soil separately amd after laying jointing and testing of pipe & returning the useable soil in15cm layers when ramming & watering & then disposing of all surplus excavated soil/useable material as directed within all leads and lifts i/c restoration of unmatelled surface to its original condition & including cost of diversion for traffic, night signals, fixing of caution boards, crossing over trenches or fencing etc complete in all respect as directed by the Engineer-in-charge within all leads and lifts.

Providing, laying, Jointing and testing of Ductile iron pressure pipes with spigot & socket and class K-7 conforming to IS 8329-2000 and amendment No. 1 suitable for (push - on) rubber gasket jointing with inside cement motor lining and external zinc coating followed by a flushing layer of bitumen coating duly ISI marked will be supplied. The standard length of pipe 5.50 mtr of following dia meter including all tube fitting are required as per actual site of work within allied and lifts including cost of Tees, bends, sluice valve, chamber for sluice valve & Thrust block as per the direction and entire satisfaction of Engineer-in-charge. (Cost of earth work to be measured and paid separately) within all leads and lifts and as per direction of Engineer-in-charge.

80mm dia K-7

100mm dia K-7

Restoration of road damages due to digging for laying of various dia pipe line in difference R.D.s within all leads and lifts and as per direction of Engineer-in-charge.

DISTRIBUTION PIPE LINES (as per Data Sheet No. 5 of Vol-III & Technical Specification Vol-II)

Excavation in foundation trenches drains and channels etc for laying of pipe line & pits etc upto all depth in all kind of soil such as pick work, jumper work, saturated soil including pumping and bailing out water, blasting soft or hard rock demolation of road/path or by chiseling/wedging out soft or hard rock where blasting is prohabitted in all lifts including triming strutting planking, timbering and dewatering wherever required stacking useable, unuseable material/soil separately amd after laying jointing and testing of pipe & returning the useable soil in15cm layers when ramming & watering & then disposing of all surplus excavated soil/useable material as directed within all leads and lifts i/c restoration of unmatelled surface to its original condition & including cost of diversion for traffic, night signals, fixing of caution boards, crossing over trenches or fencing etc complete in all respect as directed by the Engineer-in-charge within all leads and lifts.

Providing, laying, Jointing and testing of screwed and socketted Galvanized Mild steel tube of approved make or of approved rate contract of DGS & D/HP Government conforming to BIS 1239-1990 (Part-II) of following diameter including all tube fitting are required as per actual site within all leads and lifts including cost of G.I fitting & valve as per the direction and entire satisfaction of Engineer-in-Charge (Cost of earth work to be measured and paid separately)

32mm dia (Medium class)

40mm dia (Medium class)

50mm dia (Medium class)

65mm dia (Medium class)

80mm dia (Medium class)

100mm dia (Medium class)

Restoration of road damages due to digging for laying of various dia pipe line in difference R.D.s within all leads and lifts and as per direction of Engineer-in-charge.

House service connection (as per Data Sheet No. 5 of Vol-III & Technical Specification Vol-II)

Providing and installation of House connections with 15mmm dia G.I Pipe (Medium Class) incl. Water Meter, specials and 6mm automated water ferrule etc. connections complete in all respects for minimum 1606 house connections to the entire satisfaction of Engineer-in- Charge.(Refer Vol-II-Technical specifications, Vol-III, Data Sheet No, 5)

Schedule A6- Automation

AUTOMATION OF ENTIRE SYSTEM (as per Data Sheet No. 6 of Vol-III & Technical Specification Vol-II)

The tenderer/firm shall provide proposal for automation of entire scheme upto junction points of all storage tanks and shall be automated in such a way that these are automattically operated at pre fixed hours/ time or any other logic decided by the department and operated from main SCADA centre at Main Pump house. The entire automation is to be carried out as per the technical data sheets for Electrical, Instrumentation and automation works Volume III in accordance with the technical specifications for automation attached in Volume II. Electromagnetic flow meters of approved makes shall be provided at each storage reservoir outlets and its output in the shape of total quantum of water delivered in a hour day and month shall be generated at main control station. GSM based devices shall be installed at each tank location, which shall send massages through SCADA station at remote access location at main pump house . This data transmission system at each tank consists of field instruments for providing digital and analog signals to data transfer module. This module will have a communication to web data transfer system modle communication. The PLC station will have control station with programmable graphic process, mimics, real time and historical trending face plate and group display, alarm management and report with Laser Jet printers and required furniture. At each tank locations controlling devices shall be installed with water meter sensors, flow transmitters, level transmitters in each tank. Installation of hardware along with commissioning/ programming as per user requirement shall be done. The detailed automation proposal shall be got approved by the firm from PMU . Firm has to incorporate all the inputs and outputs suggested by the department in the SCADA. To automised the entire scheme up to junction points of all storage tanks (Decision for finalisation of proposal lies with the department without assigning any reason)as per relevent data sheet and scope of work.(Refer Vol-II-Technical specifications, Vol-III, Data Sheet No.6)

Schedule A7-Disinfection system

Disinfection system (as per sheet No.7 of Vol.III & Technical specification Vol-III)

Supply, delivery,errection and commissioning of following capacity of micro-controller based water disinfection equipment using silber-lonization process based on oilgodynamic technilogy including control panel water chamber electrodes interconnecting pipe line, field test kit outer cabinet voltage stablizer water flow meter booster pump booster bed pump etc. complete 50000LPH with 2 year Acm WITHIN all leads and lifts as per the direction of the Engineer-in-Charge. (Refer Vol-II Technical specifications & Vol-III Data Sheet No.7)

Schedule A8-Provision of special T&P

Supply of inspection vehicle (as per data sheet No.8 of Vol.III & Technical specification Vol-II)

Supply of Inspection vehicle

Supply of Bolero Mahindera Bolero B 6 (0)

Schedule B1-Operation and maintenance

Operation and Maintenance for five year (as per data sheet No.9 of Vol-III & Technical speciciation Vol-II)

Operation and maintenancce of scheme from source to Tail end of the scheme in proper working condition. O & M includes the regular i.e., daily supply of designed/required quantity of potable water having water quality as per of water supply standard/protocol to the beneficiaries of the scheme up to main storage/delivery tank, from source to WTP, Main sector storage tanks at different locations as per plan and repair and maintenance of main lines. Gravity Lines, and entire distribution system alongwith maintenance of automised system of scheme. Regular maintenance of all the facilities including cleaning, washing, oil and greasing repair, replacement of worn out/damaged part of pumping machinery. pipe line, valves and electrical, Mechanical requirements, regular cleaning of all structures like storage tanks, sumpwells, intakes, channels, collection/distribution channels/pump house etc. and the disposal of the same as per the direction of the Engineer-in-charge. It includes fixing /repairing/leakage in structure, channel, pipe line, pumping machinery etc. & proper distribution of treated water and regular testing of water samples and required stages of treatment. Keeping regular and proper record of water quantity and quality, repair and maintenance work, chemical dosing and time and hours of run of pumping machinery, removal of all akind of slips, slush, uprooting of unwanted grass, shrubs, weeds etc growing near the structure and keeping the area neat and clean to the entire satisfaction of Engineer-in-charge. Planting and maintaining plants of the flowers/trees around the Pump Houses/ WTP/Storage tanks/Sump wells etc. to the entire satisfaction of Engineer-in-Charge. It includes the cost of procurement of adequate and proper tools and plants, skilled & unskilled manpower, spare-parts, oil, grease, lubricants, chemicals and all kinds of regents required for water sample testing, refilling of gaseous cylinders including mechanical and head load carriage etc. and making standby arrangement all times, instruments, equipments, stationery and any other material etc. required for O& M excluding the cost of energy charges. All the operations shall be carried out as per the CPHEEO Manual of the water supply and treatment( with latest addition(, HPPWD/HP IPH specifications, HP IPH Department norms and directions issued by the Engineer-in-Charge from time to time and sound Engineering practices.

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5th year

SIAN INFRA AND REALCON LLP

The Spunpipe and Construction Co Baroda Pvt Ltd