Engineering, procurement, construction, testing, commissioning, of multi village rural water supply scheme for Kamlah and Mandap Area in Dharampur Block of Mandi District (HP) including trial run for 03 months and operation and maintenance for 5 year

Amount

Schedule A1 - Civil Works:- Base line survey studies and data collection , source studies , topographic survey, hydraulic and structural design of all the components of water supply schemes including intakes,conveyence pipes, treatment plants, pump houses MBRs, SRs, pumping machinery rising mains including electrical and mechanical equipments complete in all respects as per the direction and to the entire satisfaction of the Engineer-in-charge.(Kamlah & Mandap Area ). The contractor shall provide 6 sets of approved drawing and design with one soft copy to the department. (Refer Vol-II-Technical specification & data sheet No. 23 for further details.)

Fencing work around all the civil works such as intake structure (Percolation well), Pump Houses, MBRs, SRs Inspection Hut etc. one metre high fencing over brick masonery 1.30 mtr high ISA 50x50x5 mm post @ 1.50 mtr centre to centre including with nine horizontal lines and two diagonal of Galvanised mild steel barbed wire confirming to IS:278-1962-type-1, weighting 9.38 Kg/100mtr minimum strained and fixed to post with proper fastening arrangement. The ISA post shall be embeded 450 mm deep in C:C 1:2:4 with proper fastening arrangement protected with using suitable primer and anti corrosive paint level difference at different points shall be suitabily taken care so as to look asthetically good including cost of excavation foundation concrete , brick masonery , plastering and providing and fixing M.S. Gate of suitable size where required complete in all respect to the entire satisfaction of the Engineer-in-charge. (Refer Vol-II-Technical specification & data sheet No. 24 for further details.)

Site development for various civil works such as Percolation wells, pump houses, Main balancing reserviors,Service storage reservior,retaining walls,breast wall etc complete as directed by engineer in charge as per relevent data sheet and scope of work.

Cutting in earth work in all kind of soil for site development of civil structures and disposal of excavated earth up to all leads and lifts as per direction to the entire satisfaction of Engineer-in-Charge.

Excavation in foundation and trenches 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 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.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30 x 30 x 5 mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain concrete. (a) Vertical surfaces

Providing and laying cement concrete 1:5:10 (1 cement :5 sand : 10 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 by 150mm to 300mm as per HPPWD specification as per direction and to the entire satisfaction of Engineer-in-Charge.

Percolation well:- (3 Nos. for Kamlah Area & 3 Nos. for Mandap Area).Designing, Constructing, Testing & Commissioning ( to be approved by the competent authority) and Construction of Percolation well with 6.00 mtr internal diameter and 15.00 mtr depth (including 10 mtrs sunction depth) ,having RCC Circular structure, Roofing with RCC slab, Walk way / peasage CI Rungs inside the percolation from top to bottom and steel stair case from ground level to top of percolation well with connecting path having arrangement of chain pulley of suitable capacity for lowering the pumping machinary complete in all respects to the entire satisfaction of the Engineer-in-charge. The contractor shall provide 6 sets of approved drawing and design with one soft copy to the department. (Refer Vol-II-Technical specification , Data sheet No. 1).

Steel Crossing:- Providing and Construction of steel crossings for crossing of various dia of pipe full of water including launching , live load should be considered as 150 kg/ sqm. The design and drawing shall be preparared by the contractor and be got approved from the competent authority befor execution of work. The item includes cost of all materials /accessories as required for C/O crossing including abutments, piers,Railing, bearing etc.with in all leads & lifts including cost of excavation and cost of all other Civil works.

Kamlah Area :-C/O 1 No Crossing on Samour khad for 250mm GMSERW Pipe Span-30 m, complete item in all respect.)

C/O 1 No Crossing on Jander/Balyana khad for GMSERW Pipe Span-40 m, complete item in all respect.)

C/O 1 No.Crossing on various Nallah/ Khad Span-60 m, various Dia Gravity main complete item in all respect.)

Mandap Area ;- C/O 2 Nos. Crossing on Soan khad for 200mm GMSERW Pipe Span-100 m, complete item in all respect.)

C/O 3 Nos. Crossing on various Nallah/ Khad Span-15 m, in Geun and Chowki Khad.various Dia Gravity main complete item in all respect.)

Thrust Blocks:- Construction of Thrust Block for Rising mains for (Kamlah Area and Mandap Area) requried sizes (Refer Vol-II-Technical specification & Data sheet No. 8).

Excavation in foundations,trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers,when required into plinths sides of foundation etc.,consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge.

Providing & laying cement concrete 1:4:8 (1cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,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 :-

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

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

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

Providing Tor steel reinforcement for RCC work i/c bending,binding & placing complete upto floor two level.

Pump House:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) of Pump Houses at following Locations including all allied Civil Works, internal & external Electrical work wiring, Sanitay work, excavation in foundation in all kinds of soils, c/o Toilets, c/o Septic Tanks of capacity for required users, internal and external solar powered Street lighting, external landscaping, dewatering including P/F 3/5 Tonne Chain Pulley / Gantry alongwith MS rail along longitudinal wall of approved ISI make electrically operated alongwith all allied accessories and painting with asian apex ultima with priming coat and wall putty and fire fighting system complete including site development as directed by engineer in charge. The contractor shall provide 6 sets of approved drawing with design and one soft copy to the department. (Kamlah & Mandap Area) (Refer Vol-II-Technical specification & Data sheet No. 2&4).

Pump house at CT-1 village Seoh and Sidhpur 1 No. 160.74 sqm Each.(2x160.74=321.48 Sqm).

Pump house near CT-2 at village Chamba Noun and Banog Galu 1 No. 68.48 sqm Each.(2x68.48=136.96 Sqm).

Small Pump houses above percolation wells 6 Nos, 18.00 sqm each=(6x18=108 Sqm).

Main Balancing Reservior and Sector Reserviors:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in foundation in all kinds of soil. including PCC (1:3:6) in foundation and M:30 design mix in bottom slab/raft ,walls and beams. and RCC (1:2:4) in roof slab/dome with provision of inspection path around the dome with all alied Civil Works such as c/o chamber for valves, refilling and disposing of surplus excavated earth with in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside, CI cowl type ventilator, SFRC manhole covers with frames of heavy duty with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness, All works shall be conforming to relevant IS code. The cost of valves,bulk meter/ flow meter shall be included in the rates of tanks .complete in all respects to the entire satisfaction of the Engineer-in-charge .The contractor shall provide 6 sets of approved drawing and design to the department including cost of site development required as per site conditions. (Refer Vol-II-Technical specification & Data sheet No. 5,6&7).

C/o MBR1 - 200 KL -GL (Vill Proh Ka Galoo) (Kamlah Area)

C/o MBR2 - 50 KL -GL (Vill Kamlah)

C/o MBR3 - 50 KL -GL (Vill Seoh Dhar)

C/o Sump(C/T) 100 KL-GL (Vill Seoh Balh)

C/o Sump(C/T) 50 KL-GL (Vill Chamba Noun )

C/o MBR2 - SR1, 50KL-GL (Vill Kamlah)

C/o MBR2 - SR2, 50KL-GL (Vill Kamlahu)

C/o MBR2 - SR3, 50KL-GL (Vill Kheri)

C/o MBR2 - SR4, 50KL-GL (Vill Narwalaka)

C/o MBR1 - SR5 50KL-GL (Vill Harain Nal)

C/o MBR1 - SR6 50KL-GL (Vill Taneher )

C/o MBR1 - SR7 50KL-GL (Vill Narain Garh)

C/o MBR1 - SR8, 50KL-GL (Vill Taroon)

C/o MBR1 - SR9 , 50KL-GL (Vill Sakoh)

C/o MBR1 - SR10 50KL-GL (Vill Tatoli)

C/o MBR1 - SR11 50KL-GL (Vill Maluia)

C/o MBR1 - SR12 50KL-GL (Vill Sidhpur)

C/o MBR1 - SR13, 50KL-GL (Vill Nansai)

C/o MBR1 - SR14, 50KL-GL (Vill Sakrain)

C/o MBR1 - SR15, 50KL-GL ( Vill Chambi)

C/o MBR1 - SR16, 50KL-GL ( Vill Binga )

C/o MBR1 - SR17, 50KL-GL ( Vill Chunhighat )

C/o MBR1 - SR18, 50KL-GL ( Vill Fihar )

C/o MBR1 - SR19, 50KL-GL ( Vill Mahri )

C/o MBR1 - SR20 50KL-GL (Vill Trohala)

C/o MBR3 - SR21 100KL-GL (Vill Khanod)

C/o MBR1 - SR22, 50KL-GL (Vill Arli Paryal)

C/o MBR1 - SR23 50KL-GL (Vill Devidhar )

C/o MBR1 - SR24, 50KL-GL (Vill Samour)

C/o MBR1 - SR25, 50KL-GL (Vill Gahra)

C/o MBR1 - SR26, 50KL -(GL Vill Bhadrana)

C/o MBR1 - SR27, 50KL GL (Vill Saklana)

C/o MBR1 - SR28 50KL-GL (Vill Harain Nal-II)

C/o MBR1 - SR29, 50KL (Vill Damola Balh)

C/o MBR1 - SR30, 50KL (Vill Balyan Gahri)

C/o MBR1 - SR31 50KL-GL (Vill Satreher)

C/o MBR1 - SR32 50KL-GL (Vill Bharouri)

C/o MBR1 - SR33 50KL-GL (Vill Dibari)

C/o MBR1 - SR34 50KL-GL (Vill Bhemper)

C/o MBR1 - SR35 50KL-GL (Vill Mathi Banwar)

C/o MBR1 - SR36 50KL-GL (Vill Chapanoo)

C/o MBR1 - SR37 50KL-GL (Vill Banwar Kalana)

C/o MBR1 - SR38 50KL-GL (Vill Dharampur)

C/o MBR1 - SR39 50KL-GL (Vill Bardana)

C/o MBR1 - SR40 50KL-GL (Vill Gamdhal)

C/o MBR1 - SR41 50KL-GL (Vill Dhawali)

C/o MBR1 - SR42 50KL-GL (Vill Richali)

C/o MBR1 - SR43 50KL-GL (Vill Khopu)

C/o MBR1 - SR44 50KL-GL (Vill Kalswai)

C/o MBR1 - SR45 50KL-GL ( Vill Dabrot)

C/o MBR1 - SR46 50KL-GL ( Vill Gorat)

C/o MBR1 - SR47 50KL-GL ( Vill Lalana )

C/o MBR1 - SR48 50KL-GL ( Vill Sherpur )

C/o MBR1 - SR49, 50KL-GL (Vill Chakdoh)

C/o MBR2 - SR50, 50KL-GL (Vill Bhoor)

C/o MBR1 - SR51 100KL-GL ( Vill Sari )

C/o MBR1 - SR52 50KL-GL ( Vill Kapahi )

C/o MBR1 - SR53 50KL-GL ( Vill Sanour )

C/o MBR3 - SR54 100KL-GL ( Vill Seoh )

C/o MBR3 - SR55 50KL-GL ( Vill Paron )

C/o MBR3 - SR56 50KL-GL ( Vill Ragar )

C/o MBR3 - SR57, 50KL-GL (Vill Kharoon)

C/o MBR1 - 50 KL -GL (Vill Hawani) (Mandap Area)

C/o MBR2 - 120 KL -GL (Vill Jharera)

C/o MBR3 - 50 KL -GL (Vill Janitri )

C/o Sump(C/T1) 100 KL-GL (Vill Sidhpur)

C/o Sump(C/T2 ) 50 KL-GL (Vill Banog Galoo )

C/o MBR1 - SR1, 50KL-GL (Vill Hawani) EC=10 KL

C/o MBR1 - SR2, 50KL-GL (Vill Hawani-1)

C/o MBR1 - SR3, 50KL-GL (Vill Baroti )

C/o MBR1 - SR4, 50KL-GL (Vill Sarskan) EC=30 KL

C/o MBR1 - SR5, 50KL-GL (Vill Rakhera)

C/o MBR1 - SR6, 50KL-GL (Vill Kushari )

C/o MBR1 - SR8, 50KL-GL (Vill Baral-1 )

C/o MBR1 - SR9, 50KL-GL (Vill Baral-11)

C/o MBR1 - SR10, 50KL -(GL Vill Didnoo-1 )

C/o MBR1 - SR11, 50KL GL (Vill Didnoo-11 )

C/o MBR1 - SR12, 50KL (Vill Banal-1)

C/o MBR1 - SR13, 50KL-GL (Vill Banal-Il)

C/o MBR1 - SR14,50KL-GL (Vill Reur-I)

C/o MBR1 - SR15,50KL-GL (Vill Reur-II )

C/o MBR1 - SR16,50KL-GL (Vill Challal)

C/o MBR1 - SR17,50KL-GL (Vill Khatheli)

C/o MBR2 - SR18,50KL-GL (Vill Jharera)

C/o MBR2 - SR19 50KL-GL (Vill Banerdhi)

C/o MBR2 - SR20 50KL-GL (Vill Ludhiana)

C/o MBR2 - SR21 50KL-GL (Vill Konsil )

C/o MBR2 - SR22 50KL-GL (Vill Hayolag )

C/o MBR2 - SR23 50KL-GL (Vill Maloan )

C/o MBR2 - SR24 50KL-GL (Vill Kalwan)

C/o MBR2 - SR25 50KL-GL (Vill Langeher )

C/o MBR3 - SR26 50KL-GL (Vill Kumardha)

C/o MBR3 - SR27 50KL-GL (Vill Kumardha-1)

C/o MBR3 - SR28 50KL-GL (Vill Bhatour )

C/o MBR3 - SR29 50KL-GL (Vill Sihan)

C/o MBR3 - SR30 50KL-GL (Vill Peha d)

C/o MBR3 - SR31 50KL-GL (Vill Jajar )

C/o MBR3 - SR32 50KL-GL (Vill Druman)

C/o MBR3 - SR33 50KL-GL (Vill Bagaran )

C/o MBR3 - SR34 50KL-GL (Vill Sundal ) EC=10 KL

C/o MBR3 - SR35 100KL-GL (Vill Chowki) EC=25KL

C/o MBR3 - SR36 50KL-GL (Vill Kaloga)

C/o MBR2 - SR37 50KL-GL (Vill Guen )

C/o MBR2 - SR38 50KL-GL (Vill HB Guen )

C/o MBR2- SR39 50KL-GL (Vill Bhateher )

C/o MBR2 - SR40 50KL-GL (Vill Heun )

C/o MBR2 - SR41 50KL-GL (Vill Mandup )

C/o MBR2 - SR42 50KL-GL (Vill Brahmfald )

C/o MBR2 - SR43 50KL-GL ( Vill Putli )

C/o MBR2 - SR44 50KL-GL ( Vill Chah)

C/o MBR2 - SR45 50KL-GL ( Vill Putlifald )

C/o MBR2 - SR46 50KL-GL ( Vill Chatter ) EC=25 KL

C/o MBR2 - SR47 50KL-GL ( Vill Chanouta ) EC=20 KL

C/o MBR2 - SR48 50KL-GL ( Vill Chanouata-II )

C/o MBR2 - SR49 50KL-GL ( Vill Kumakhar )

C/o MBR2 - SR50 50KL-GL ( Vill Morla ) EC=20 KL

C/o MBR2 - SR51 50KL-GL ( Vill Upper Brang )

C/o MBR2 - SR52 50KL-GL ( Vill Lower Brang )EC=16 KL

C/o MBR2 - SR53 50KL-GL ( Vill Bhadiyar )

STAFF QUARTER :- Designing, Constructing, Testing & Commissioning ( to be approved by the competent authority) of Staff quarters Type-I & II at following Locations .The work shall include all allied Civil Works, excavation in foundation all kinds of soils, c/oToilets, c/o Septic Tanks, dewatering, all internal and external electrical wiring, water supply and sanitary fittings, External Solar powered Street lighting and other allied items and painting with asian apex ultima with priming coat and wall putty and landscaping and fire fighting system complete as directed by engineer in charge as per relevent data sheet and scope of work.(Ref data sheet Kamlah No.16 for further details.)The contractor shall provide 6 sets of approved drawing with design with one soft copy to the department. (Refer Vol-II-Technical specification & Data sheet No. 17).

(a) Type-I Quarter 2 Nos . ( Seoh and Sidhpur , 63.25 sqmt each)=2x63.25=126.50 Sqm.

(b) Type-II Quarter 2 Nos. ( Seoh and Sidhpur 74.75 sqmt each)=2x74.75=149.50 Sqm.

AE office cum residential building :- Designing, Constructing, Testing & Commissioning ( to be approved by the competent authority) of AE office cum residential building at following Location .The work shall include all allied Civil Works, excavation in foundation all kinds of soils, c/oToilets, c/o Septic Tanks, dewatering, all internal and external electrical wiring, water supply and sanitary fittings, External Solar powered Street lighting and other allied items and painting with asian apex ultima with priming coat and wall putty and landscaping and fire fighting system complete as directed by engineer in charge as per relevent data sheet and scope of work. The contractor shall provide 6 sets of approved drawing with design with one soft copy to the department. (Refer Vol-II-Technical specification & Data sheet No. 22).

AE office cum residential building, 254.30 Sqm.

Inspection Hut :- Designing, Constructing, Testing & Commissioning ( to be approved by the competent authority) of Inspection Hut.The work shall include all allied Civil Works, excavation in foundation in all kinds of soils, c/oToilets, c/o Septic Tank, dewatering, all internal and external electrical wiring, water supply and sanitary fittings, External Solar powered Street lighting and other allied items such as furniture, Modular kitchen and other furnishing items such as ACs (hot/cold option) ,Geasure,Heater, blower,double bed attached with side stool,coir matteress,bed sheets, pillos, quilts ,blankets, bed covers, towels, wooden armed chair with cusion , table with glass top in each room, side wooden racks in each room,TV racks, LED TV of reputed make, 7seater sofa for VIP room,luggage saddle,curtains, hand towels, large towels and wooden armed chairs with cusion of Ist class teak wood shall be provided in training hall.) other accessories like buckets, mugs, brushes / liqids for cleaning etc. and all items of crockery, utensils,double cylinder gas connection, instant geaser, water purifier, oven, double door refrigrator , steel racks and all other cooking items of approved make should be provided in kitchen and painting with asian apex ultima with priming coat and wall putty and landscaping and fire fighting system etc. complete as directed by Engineer in charge as per relevent data sheet and scope of work. The contractor shall provide 6 sets of approved drawing with design with one soft copy to the department. (Refer Vol-II-Technical specification & Data sheet No. 16).

Water Treatment Plant:-The scope of work under present tender includes the construction of 2.51 MLD for Kamlah areaclear water capacity water treatment plant capable to treat the raw water 2.51 MLD for Kamlah area and 2.00 MLD for Mandap area clear water capacity water treatment plant capable to treat the raw water 2.00 MLD for Mandap area of the quality specified in the basic design data to produce clear water as per the requirements of latest CPHEEO manual on water supply and treatment (chapter 7) and as specified in basic design data. The CPHEEO water manual on water supply include the construction of Collection tank or Raw water tank (but considered a part of schedule-AI, item No. 4a, cost of collection tank shall not be included in the cost of WTP), Cascade aerators, Raw water channel, Parshall Flume, alum solution mixing tank and dozing arrangement, flash mixer, mechanical clariflocculator tanks, rapid sand filter complete including filter media with back wash including disposal arrangements, complete prechlorination arrangement with Gaseous Chlorine etc including all works pertaining to it. Rate of filteration should be kept in between 4.8 to 5 m/hr. But with the inlet and outlet control arrangements designed to permit 100% overload for emergent occassions. also plant building for housing chemical store, water testing laboratory, plant office, toilet, pumps, pump house, water testing piping, valves, mechanical/electrical equipment, electric wiring and panel boards drainage sanitation, interconnecting paths, site development up to a minimum of 3 mtr from edge of each unit as per design parameters and specification. On the completion of all civil, mechanical and electrical works, the contractor shall test run the plant for 1 year & thereafter carry O&M of the plant for 05 years at the cost of the contractor including the cost of all materials like lubricants, chemicals and labour (skilled and unskilled). However, electrical charges shall be borne by the department. During this period, the contractor shall run the plant at full rated capacity and produce the results specified in the NIT and as per the latest CPHEEO standards in the presence of Engineer-in-Charge or his representative. During this period the daily testing of raw water and treated water samples shall be done as per the requirements of Appendix 15.9 category II of latest CPHEEO manual on water supply and treatment and sound engineering practice. Complete record of the test results and the flow measurements shall be kept during this period. If the performance of various units of the treatment plant is as specified in NIT/CPHEEO manual, the plant shall be formally taken over by the department, otherwise, the contractor shall make necessary changes/repairs to improve the efficiency of the units/plants. Multifunction Water Quality in line Meter to record pH, TDS, DO, Turbidity, temperature of the treated water at the inlet and outlet points of WTP, meeting the control criteria enclosed in technical specification sheet complete including cost of all equipment and accessories as directed by engineer in charge as per relevent data sheet and scope of work .The contractor shall provide 5 sets of approved drawing with design to the department.(Refer Vol-II-Technical specification & Data sheet No. 3).

Kamlah Area

Mandap Area

Approach Road :- Construction of Approach road to pump houses & Inspection Hut i/c cutting in earth work in all kind of soils, subgrading to required camber and super elevation,soling,bearing coat, metalling, tarring and c/o cross drainage works and side drains, c/o retaing walls and breast walls complete in all respects to the entire satisfaction of the Engineer-in-charge.(Kamlah & Mandap Area). (Refer Vol-II-Technical specifications & , Data Sheet No, 18)

Supply of .Light motor vehicle Bolero LX MDI-TC NGT520 2Wd 7Str BS2 N AC with all accessories complete in all respect

Supply of Light motor vehicle Innova Crysta ZX (6+1) A/T Fully loaded with all accessories complete in all respect.

Schedule A2 -Pumping Machinery and Electrical works:- Supply of star rated enrgy efficient submersible pumping set of KSB/Calama/ Johnston/ Crompton/BS/ SABAR/ Oswal/ Kirloskar/WPIL make conforming to latest relevant BIS Code 8034:1976. The pump should be fitted with bronze impeller or suitable alloys suitable for handling Clear water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP & 2900 rpm of reputed make conforming to BIS 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and 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 guards, erection clamps , cable clips, depth gauge NRV & Sluice valves of approved class etc. The work should be completed to the entire satisfaction of the Engineer-in – Charge. The rates shall be for complete Job to run the machinery in proper working. and should meet with the requirements. (Ist stage). The rate shall be quoted with per set rate of pumping machinery. For detailed design parameters/ requirements are given in (Refer Vol-II-Technical specification & Data sheet No. 13).

Booster stage (Kamlah Area):- 6 sets (3 working & 3 standbye)

PW1 to Sump (13.19 LPS with Head of 20.16 m - 2 sets

PW2 to Sump (13.19 LPS with Head of 19.09 m - 2 sets

PW3 to Sump (13.19 LPS with Head of 19.02 m - 2 sets

Booster stage (Mandap Area):- 6 sets (3 working & 3 standbye)

PW1 to Sump (10.50 LPS with Head of 19.10 m - 2 sets

PW2 to Sump (10.50 LPS with Head of 18.45 m - 2 sets

PW3 to Sump (10.50 LPS with Head of 18.94 m - 2 sets

PUMPING MACHINERY CENTRIFUGAL:- Supply ,Installation ,Testing & Commissioning of star rated enrgy efficient horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement)single/double/multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/KSB/Kirloskar/Jyoti /Beaconweir BS&BE, ABB/CGL confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/Bronze with 2.5% Nickel impellers, dia of 405mm priming funnels, casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrom in plated with cast iron casing coupled directly through a flexible coupling on a Common MS base plate to squirrel cage screen protected drip proof induction motor, totally enclosed fan cooled motors/CACA motors of standard make such asKirloskar/BHEL/ Crompton/NGEF/GEC/Siemens/ Area Brown Boven and suitable for operation on 11 KV HT, 50 cycles/second 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 should be as per IS: 325-1978 with upto date amendments read with IS:900-1972. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current. The motor shall be suitable of running at 415 volt+ - 15 volt atleast. It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement (as per data sheet No. 13) including Pump sets (working + standby), All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erection and testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. (Refer Vol-II-Technical specification & Data sheet No. 14).

CT-1 Seoh to MBR-1 Proh Ka Galu) - 4 sets (2 working & 2 standbye) of 17.60 LPS each with total Head 599.28 m.

CT-2 Chamba Noun to MBR-2 Kamlah) - 2 sets (1 working & 1 standbye) of 2.27 LPS each with total Head 191.49 m.

PH Seoh Balh to MBR-3 Seoh Dhar) - 2 sets (1 working & 1 standbye) of 3.94 LPS each with total Head 336.93 m.

CT-1 Sidhpur to MBR-1 Hawani) - 4 sets (2 working & 2 standbye) of 4.62 LPS each with total Head 665.73 m.

CT-1 Sidhpur to MBR-2Jherara) - 4 sets (2 working & 2 standbye) of 11.18 LPS each with total Head 923.76 m.

CT-2 Banog Galu to MBR-3 Janitri Mata) - 2 sets (1 working & 1 standbye) of 4.88 LPS each with total Head 362.31 m.

Schedule A3 - Rising Main:- Excavation in foundation, trenches (for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration unmetalled 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 Engineer-in-charge.

Providing, laying, jointing and testing in trenches of Galvanized MSERW / GMS flanged/butt welded pipes including cost of bends of all degrees conforming to IS/ISO:3183-2007 with steel grade L-415 or X-60 / IS: 1239-2004 (Part-II) having wall thickness as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube.The M.S. flanges are to be provided 5% of total joints and remaining 95% joints with butt welded joints as detailed below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in three layers (one inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes confirming to BIS 1364 (with upto date ammendments). 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe shall include all operation such as cutting, welding, jointing, fabrication of bends, tees,valves etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per IS:4736 -1986 (with upto date ammendments) with mass of zink coating not less than 360 gm/m2. The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ L&T or ISI marked make. Negative tolerance in thickness and mass/weight will not be accepted. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches and flanged joints shall be measured and paid for separately). The diameter and class / material of pipe are indicative. Since the re-survey and re-design of proposal / scheme is to be carried out by the lowest bidder, the design/drawings are to be approved by the competent authority of the department. If there is any variation in size, material, class & wall thickness of pipe and jointing,valves,specials etc,the rates shall be worked out on prorata basis and will be paid accordingly (.PW1 , PW2 & PW3 to Sump Kamlah and Mandap Area) :- (Refer Vol-II-Technical specifications & Data Sheet No. 9 & 10).

GMS Pipe 150 mm dia GMS pipe IS/1239-1990 (Part-II) Medium Class. Total length 2120+2375=4495 Rmt.

Rising Main Pump House Seoh to MBR 1 Proh Ka galu (Ref as per Data sheet No. 9) 250 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 0 to RD 600 WT 7.10mm

250 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 600 to RD 2200 WT 6.40mm

250 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 2200 to RD 3000 WT 5.60mm

250 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 3000 to RD 9630 WT 4.80mm

Chamba Noun:- 65 mm Dia GMS Pipe IS:1239-1990 (Part-II) Medium Class RD 0 to RD 1050

Seoh Dhar:- 80 mm Dia GMS Pipe IS:1239-1990 (Part-II) Heavy Class RD 0 to RD 300

80 mm Dia GMS Pipe IS:1239-1990 (Part-II) Medium Class RD 300 to RD 3500

Rising Main Pump House Sidhpur to MBR 1 Hawani:- 125 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 0 to RD 7500 WT 4.80mm

125 mm GMS Pipe IS/1239-1990 (Part-II) (Part-II) Heavy Class RD 7500 to RD 8400 Total length 900 Rmt.

125 mm GMS Pipe IS/1239-1990 (Part-II) (Part-II) Medium Class RD 8400 to RD 10500 Total length 2100 Rmt.

Banog Galu to MBR 3 Janitari Matta:-100 mm GMS Pipe IS/1239-1990 (Part-II) (Part-II) Heavy Class RD 0 to RD 250 Total length 250 Rmt.

100 mm GMS Pipe IS/1239-1990 (Part-II) (Part-II) Medium Class RD 250 to RD 1850 Total length 1600 Rmt.

Rising Main Pump House Sidhpur to MBR 2 Jharera:- 200 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 0 to RD 5750 WT 8.70 mm

200 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 5750 to RD 5900 WT 7.10 mm

200 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 5900 to RD 6200 WT 6.40 mm

200 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 6200 to RD 6460 WT 5.60 mm

200 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 6460 to RD 9850 WT 4.80 mm

250 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 WT 4.80 mm

Providing welding and fixing of M.S. flanges @ 5% of joints, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) and welding of MS flanges with GMS/GMSERW pipes in three layers i.e two layer on outer faces and one layer on inner faces to make the joint leak proof (The cost of proving and laying of GMSERW/GMS pipes including butt welded joints to be measured and paid for seperately). 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, the thicthness of gasket not less than 3.00 mm conforming to IS 2712-1998. The work shall be done as per entire satisfaction of Engineer- in- charge with in all leads and lifts.

PW1 , PW2 & PW3 to Sump Each:- GMS Pipe 150 mm dia FT 5

Rising Main Pump House Seoh to MBR 1 Proh Ka galu :- 250 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 0 to RD 3000 FT-34

250 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 3000 to RD 7000 FT-28

250 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 7000 to RD 7500 FT-23

250 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 7500 to RD 9000 FT-17

250 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 9000 to RD 9630 FT-5

Chamba Noun:- 65 mm Dia GMS Pipe IS:1239-1990 (Part-II) Medium Class RD 0 to RD 400 FT-28

65 mm Dia GMS Pipe IS:1239-1990 (Part-II) Medium Class RD 400 to RD 1050 FT-17

Seoh Dhar:- 80 mm Dia GMS Pipe IS:1239-1990 (Part-II) Heavy Class RD 0 to RD 2000 FT-28

80 mm Dia GMS Pipe IS:1239-1990 (Part-II) Medium Class RD 2000 to RD 3500 FT-17

Rising Main Pump House Sidhpur to MBR 1 Hawani:- 125 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 0 to RD 2200 FT-38

125 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 2200 to RD 6500 FT-34

125 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 6500 to RD 10500 FT-28

Banog Galu to MBR 3 Janitari Matta:-100 mm GMS Pipe IS/1239-1990 (Part-II) (Part-II) Heavy Class RD 0 to RD 1300 FT-28

100 mm GMS Pipe IS/1239-1990 (Part-II) (Part-II) Heavy Class RD 1300 to RD 1850 FT-17

Rising Main Pump House Sidhpur to MBR 2 Jharera:- 200 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 0 to RD 6200 FT-38

200 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 6200 to RD 6460 FT-34

200 mm Dia GMSERW Pipe IS/ISO:3183-2007 grade L415 or X60 RD 6460 to RD 9850 FT-28

Providing and fixing double flanged cast steel Sluice valve of following dia of Kirloskar/Leader make conforming to BS:1414 / API-600 various Class including campanion sheet gasket 3 mm thick with MS flanges of table-17 as per IS 6392-1971 i/c welding of M.S. flanges in two layers on both faces to make the joint leak proof and capable of with standing of nominal seat pressure of 21.00 Kg/cm2 with upto date amendments i/c carriage in all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge.

(Kamlah Area):- 80 mm dia class ASA-300

65 mm dia class ASA-150

250 mm dia class ASA-300

250 mm dia class ASA-600

(Mandap Area):- 150 mm dia class ASA-150

125 mm dia class ASA-600

125 mm dia class ASA-300

125 mm dia class ASA-150

200 mm dia class ASA-600

200 mm dia class ASA-300

200 mm dia class ASA-150

100 mm dia class ASA-150

Providing and fixing double flanged cast steel non return valve of following dia of Kirloskar/Leader make conforming to BS:1868 / API-600 various class including campanion sheet gasket 3mm thick with MS flanges of table-17 as per IS 6392-1971 i/c welding of M.S. flanges in two layers on both faces to make the joint leak proof and capable of with standing of nominal seat pressure of 21.00 Kg/cm2 with upto date amendments i/c carriage in all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge.

(Kamlah Area):- 80 mm dia class ASA-300

65 mm dia class ASA-150

250 mm dia class ASA-300

250 mm dia class ASA-600

(Mandap Area):-150 mm dia class ASA-150

125 mm dia class ASA-600

125 mm dia class ASA-300

125 mm dia class ASA-150

200 mm dia class ASA-600

200 mm dia class ASA-300

200 mm dia class ASA-150

100 mm dia class ASA-150

Providing and fixing double air valve (Isolating type) Double orifice with rubber ball 50 mm dia dia of Bir make confirming to BIS:14845 with upto date amendments in rising mains with upto date amendments as per direction and to the entire satisfaction of Engineer-in-Charge.

50 mm dia

Schedule A4- Gravity Mains & Distribution System:- GRAVITY MAIN:- Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled/ mattelled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge.

Providing, laying, jointing and testing in trenches of GMS / GMSERW pipe 100% butt welded joints including cost of bends of all degrees conforming to IS1239-2004 with medium grade , as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per IS:4736 -1986 (with upto date ammendments) with mass of zink coating not less than 360 gm/m2. The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ L&T or ISI marked make. Negative tolerance in thickness and mass/weight will not be accepted. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches shall be measured and paid for separately). The diameter and class / material of pipe are indicative. Since the re-survey and re-design of proposal / scheme is to be carried out by the lowest bidder, the design/drawings are to be approved by the competent authority of the department. If there is any variation in size, material, class & wall thickness of pipe and jointing,valves,specials etc,the rates shall be worked out on prorata basis and will be paid accordingly. (Refer Vol-II-Technical specifications & Data Sheet No. 11).

Kamlah Area From MBR 1 Proh Ka Galu to various Ground level Service storage

50 mm dia GMS Pipe (Medium class)

65 mm dia GMS Pipe (Medium class)

80 mm dia GMS Pipe (Medium class)

100 mm dia GMS Pipe (Medium class)

125 mm dia GMS Pipe (Medium class)

200 mm dia GMSERW Pipe WT-4.80mm)

Kamlah Area From MBR 2 Kamlah to various Ground level Service storage

50 mm dia GMS Pipe (Medium class)

65 mm dia GMS Pipe (Medium class)

80 mm dia GMS Pipe (Medium class)

Kamlah Area From MBR 3 Seoh Dhar to various Ground level Service storage

65 mm dia GMS Pipe (Medium class)

80 mm dia GMS Pipe (Medium class)

Mandap Area From MBR 1 Hawani to various Ground level Service storage

50 mm dia GMS Pipe (Medium class)

65 mm dia GMS Pipe (Medium class)

80 mm dia GMS Pipe (Medium class)

Mandap Area From MBR 2 Jherera to various Ground level Service storage

50 mm dia GMS Pipe (Medium class)

65 mm dia GMS Pipe (Medium class)

80 mm dia GMS Pipe (Medium class)

100 mm dia GMS Pipe (Medium class)

125 mm dia GMS Pipe (Medium class)

150 mm dia GMS Pipe (Medium class)

Mandap Area From MBR 3 Janitiri Matta to various Ground level Service storage

50 mm dia GMS Pipe (Medium class)

65 mm dia GMS Pipe (Medium class)

80 mm dia GMS Pipe (Medium class)

200 mm dia GMSERW Pipe WT-4.80mm)

Providing and fixing double flanged cast steel Sluice valve of following dia of Kirloskar/Leader make conforming to BS:1414 / API-600 various Class including campanion sheet gasket 3 mm thick with MS flanges of table-17 as per IS 6392-1971 i/c welding of M.S. flanges in two layers on both faces to make the joint leak proof and capable of with standing of nominal seat pressure as required Kg/cm2 with upto date amendments i/c carriage in all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge.

80 mm dia class ASA-150

80 mm dia class ASA-300

Providing/supply and fixing double flanged Cast Iron sluice valve of of various dia of Leader /Kirloskar make conforming to IS: 14846/2000 with up to date amendment as per follwing class to withstanding in normal seat pressure as mentioned below including champion sheet gasket 3mm thick, i/c welding with M.S. flanges as tabled below complete to make the joints leak proof including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

80 mm dia class PN-1.00 with flange table-5

80 mm dia class PN-1.60 with flange table-5

100 mm dia class PN-1.00 with flange table-5

200 mm dia class PN-1.60 with flange table-5

Providing and fixing cast Iron water meter / bulk meter wolmen type megnetic drive class-B flanged including all leads and lifts as per direction and to the entaire satisfaction of Engineer in charge.

50 mm dia .

65 mm dia .

80 mm dia .

100 mm dia .

125 mm dia .

150 mm dia .

200 mm dia .

Providing and fixing cast Iron flow meter wolmen type megnetic drive class-B flanged including all leads and lifts as per direction and to the entaire satisfaction of Engineer in charge.

50 mm dia .

65 mm dia .

80 mm dia .

100 mm dia .

125 mm dia .

150 mm dia .

200 mm dia .

DISTRIBUTION SYSTEM :- Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled/ mattelled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge. (Refer Vol-II-Technical specifications & Data Sheet No. 12).

Providing Laying, jointing and commissioning of G.I. pipe screwed socketted as per IS: 1239-2004 (with upto date ammendments), as per dimensions, mentioned below in a random length of 4 to7 meters. The laying of pipe should be conformed to IS: 5822-1994 (Earth work in trenches to be measured and paid for separately.The pipe shall be factory galvanised as per IS 4736-1986 (with upto date ammendments) with zinc mass not less than 360gm/sqm. Negative tolerance in mass and thickness of the pipe will not be accepted. The diameter and class / material of pipe are indicative. Since the re-survey and re-design of proposal / scheme is to be carried out by the lowest bidder, the design/drawings are to be approved by the competent authority of the department. If there is any variation in size, material, class & wall thickness of pipe and jointing,valves,specials etc,the rates shall be worked out on prorata basis and will be paid accordingly

(Kamlah Area ):-25 mm dia (Medium Class)

32 mm dia (Medium Class)

40 mm dia (Medium Class)

50mm dia (Medium Class)

65mm dia ( Medium Class)

80mm dia (Medium Class)

100mm dia (Medium Class)

(Mandap Area):- 25 mm dia (Medium Class)

32 mm dia (Medium Class)

40 mm dia (Medium Class)

50mm dia (Medium Class)

65mm dia ( Medium Class)

80mm dia (Medium Class)

100mm dia (Medium Class)

Providing and fixing Brass bulk water meter stainless steel gear class-AIS 779/94 screwed and standared model complete including all leads and lifts as per direction and to the entaire satisfaction of Engineer in charge.

(Kamlah Area ):- 25 mm dia .

32 mm dia .

40 mm dia .

50 mm dia .

65 mm dia .

80 mm dia .

100 mm dia .

(Mandap Area):- 25 mm dia .

32 mm dia .

40 mm dia .

50 mm dia .

65 mm dia .

Providing and fixing Cast Iron flow meter wolmen type megnetic drive class-B flanged including all leats & lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

(Kamlah Area):- 80mm dia

(Mandap Area):- 80mm dia

Restoration of road damages due to digging for laying of various dia pipe line in difference R D.s for metels and paved roads.

(Kamlah Area):-All metteled and paved Road

All metteled and paved Road with BM

(Mandap Area):-All metteled and paved Road

All metteled and paved Road with BM

Schedule A5 -Remote Monitoring (Automation):- 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 the competent authority.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.(Kamlah Area 3 Nos -Percolation well , 3 Nos MBR & 57 Nos SR and Mandap Area 3 Nos -Percolation well , 3 Nos MBR & 52 Nos SR(Refer Vol-II-Technical specifications & Data Sheet No, 20)

Schedule A6 -Disinfection System:- Supply, delivery, erection and commissioning of following capacity of micro-controller based water disinfection equipment using Silver - Ionization/gaseous chlorination process based on Oligodynamic technology i/c control panel, water chamber, electrode, interconnecting pipe line, field test kit, outer cabinet, voltage stabilizer, water flow meter, booster pump, booster bed pump, etc capable to disinfection 52.19 LPS total water requirement per day with 5 years AMC or gaseous chlorination to suppliment the disinfaction as under:-(Refer Vol-II-Technical specifications & Data Sheet No, 21)

Supply and Errection of Gaseous Chlorination Plant at Proh Ka Galoo ,Chamba Noun and Seoh( Kamlah Area )and Jogni Ka Rida, Jharera & Jantri Mata (Mandap Area) (Ref data sheet No. 20 for further details).

Supply, installation, Commissioning and testing of vaccum operated, pressure feed gaseous Chlorinator Mettito/ABB/Polymeltion/Jasco/Capital for chlorinatior of water by direct feeding to existing water main consisting of the following and all as specified.

Providing installation & commissioning of gaseouos type fully vaccum chlorination system having capacity 0-1.0kg/hour chlorine gas make PENWALT(USA)/ECOCHLOR(USA) /ENCHLOR(USA) including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( 6 job)

Providing installation & commissioning monoblock pump with 3 HP Motor Kirloskar/Crompton Greaves with common steel fabricated base frame duly grouted at site including starter and cabling including all leads and lifts and as per entire satisfaction of Engineer - in - charge (6 Job)

Providing installation & commissioning of ISI marked PVC pipe & fittrings , ball valves, washers, G.I. pipe and fitting for installation and grouting of steel stand for ejector of gaseous type chlorination system complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge (6 Job)

Providing installation & commissioning of chlorine leak detector with alarm and hooter including all leads and lifts and as per entire satisfaction of Engineer - in - charge. (6 job)

Providing installation & commissioning of on line chlorine analyzer Jasco/Mettito/ABB/Polymeltion make. for measuring & monitoring of chlorine in the water including all leads and lifts and as per entire satisfaction of Engineer - in - charge (6 job)

Providing of empty gas cylinder 100 kg capacity as per BIS standard duly certified by the petroleum and explosive safety organization Govt. of India for filling of chlorine gas required for the scheme including all leads and lifts and as per entire satisfaction of Engineer - in - charge. (6 job)

Schedule A7 -Functional House Tap Connection:- Providing and fixing function House Tap connection (FHTC) to 4865 Nos for Kamlah Area and 3755 Nos. for Mandap Area =8620 House Hold complete in all respect (Refer Vol-II-Technical specifications & Data Sheet No, 15)

Providing laying ,jointing and testing in trenches galvanised mild steel tubes (Light grade) tube fitting including earth work in trenches & Dismentalling and restoration of concrete surface of House holds complete in all respect.

Providing fitting and accessories e.g. Tee, union, Nipple, elbow, wheel valve 1/4'' frerrul, bib, cock etc. required for house hold connection . The 15mm dia wheel valve shall confirm to BIS 778:1980 CL-I-all other G.I. fitting shall confirm to BIS sepecification.

Schedule B1- Operation and Maintenance:- Operation and maintenance of scheme from source to tail end of scheme and to keep all structure/ machinery/ facility in proper working. O&M includes the regular i.e, daily supplying of designed/ required quantity of potable water having water quality as per of water supply to the beneficiaries of the scheme up to main storage/ delivery tank from above mentioned source to percolation well/ treatment plant , main sector storage tank at different locations as per plan and repair and maintenance of main lines, gravity lines and entire distribution system alonwith maintenance of automized system of scheme. Regular maintenance of all the facilities including cleaning, washing, oil and greasing repair, replacement of worn out/ damaged parts of pumping machinary, pipe line, valves and electrical, mechanical, requirements, regular cleaning of all structure like storage tanks, sump wells, intakes, channel;s, collection/distribution channels/ pump house etc. and disposal of same as per the direction of engineer-in-charge, fixing/repairing/leakage in structure channels, pipe line pumping machinary etc. proper distribution of treated water and regular testing of water samples at required stages of treatment and lift. Maintaining log book of running of pumping mechniery register for samples reports and consumption of chemicals. Keeping regular and proper record of water quantity and quality, repair & maintenance work chemical dosing and time and hours of run of pumping machinary, removed of all kind of slips, slush, up-rooting of unwanted grass, shrubs, weeds etc. growing near the structure and keeping the area neat and clean to the entire satisfaction of engineer-in-chrage, planting, and maintenance plant of the flowers/ trees around the pump house treatment unit storage tanks/ sump well etc. as per the entire satisfaction of the engineer-in-charge including the cost of procurement of adequate and proper tools and plants, skilled and un-skilled manpower, spare parts, oil/grease/lubricants, chemical and all kinds of regents required for water sample testing re-filling of gaseous cyclinders i/c mechanical & head load carriage etc and making stand by arrangement all times, instruments, equipments, stationery and any other material etc. required for O&M excluding the cost og energy charges. All the operation shall be carried out as per the CPHEEO manual of the water supply and treatment (latest addition) HP PWD/ IPH specification, HP & IPH department norms direction issued by the Engineer-incharge from time to time and sound engineering practice. (Refer Vol-II-Technical specifications & Data Sheet No, 19) The O&M part will commence from date of completion of trial & test run, of three months after physical completion of all components.

Ist Year (after completion of trial & test run, period of three months after physical completion of all components) Year-2022

DEVENDRA CONSTRUTION CO.

Laxmi Civil Engineering Services Pvt. Ltd.

NKG INFRASTRUCTURE LIMITED