Providing of Source level Augmentation of various Schemes LWSS WSS under Jal Shakti Division Sarkaghat in Tehsil Sarkaghat District Mandi H.P. Under Jal Jeevan Mission

Amount

Schedule A1- Civil Works Site Development: Cutting in earth work and disposal of excavted earth up to all leads and lift as per direction and to the entire satisfaction of Engineer in charge.

Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts. (Site development= 74.25 Cum Rising main=10818.50 Cum, Conveyonce Main= 11992.40, Gravity main= 21545.84, Distribution= 4927Cum, Thurst Block= 18.15 Cum)

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.

Vertical surface such as wall (any thickness) partitions walls & the like including the attached pillaster,s buttresses plinth string courses & the like as per the direction of the engineer-in-charge with in all lead & lifts.

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 retainin 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.

C/O Percolation well (Ref data sheet Civil No. 1 for further details.). Excavation in foundation for digging well in dry excavation from G.L.upto the level,where well curb is placed the level,where well curb is placed depth.

Wet well sinking gravel including all pumping, soring etc.

(a)From spring level to 3.00 mtr.depth

(b)From spring level to 3.00 metre to 6.00 meter depth

© From spring level to 6.00 mtr.depth 9.00 meter depth

(d) From spring level to 9.00 mtr.depth 10.00 meter depth

Steel work in single section i/c cutting, hoisting & fixing in position etc.in RS joists,Channels,angles & tees etc.

Lowering of well curb complete in all respect.

Providing and laying cement concrete work using concrete mix of M-25 with graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

Suspended floors, roofs, landings and shelves and their supports, balconies, beams ,griders bressumers and cantilevers upto all floor level.

Columns, Pillars & Posts etc.

Providing & Laying no fine concrete 1:4 (1cement : 4 stone aggregate) complete in all respect

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

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

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

Beams,cantilevers,girders & lintels, sides & soffits of beams, haunching,cantilevers,bressumers 1.00 mts. In depth in all heights from floor.

Providing Tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level.

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

(b) Above NSL/GL

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

P/L cement concrete work using concrete mix of M-10 with graded stone aggregate 40 mm nominal size) & curing complete excluding the cost of form work in found. & plinth.

Brick masonry using common burnt clay bricks in foundation & plinth in CM 1:4 (1cement : 4 sand)

Prov. & fixing CI Man hole cover with frame having frames size of 500 mm internal dia.( Medium duty )The weight of cover & frame should not be less than 116 kg

Providing 200 mm wide CI rungs with chequered or ribbed non slip surface i/c fixing in structure with 200 x 200 x 100 mm cement concrete 1:3:6 ( 1 cement :3 sand : 6 graded stone aggre 20 mm nominal size )

Boulder/Stone filling dry hand packed tightly complete under lean conrete to prevent the entry of surface water.

Pump House & Chowkidar Room:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) of Pump Houses & chowkidar room at following Locations including all allied Civil Works, Electrical works, Sanitay work, excavation in foundation in all kinds of soils, C/O Toilets, C/O Septic Tanks of capacity for required users, external solar powered Street lighting, external landscaping, dewatering including P/F 5 Tonne Chain Pulley / Gantry alongwith MS rail along longitudinal wall of approved ISI make electrically operated alongwith all allied accessories such as furniture, kitchen, painting with asian apex ultima with priming coat and wall putty complete as directed by Engineer-in-charge. The contractor shall provide 6 sets of approved drawing with design to the department. (Ref data sheet No. 2 for further details.).

Pump house at Taprohal Sandhole for 1st stage = 1No.

Pump house at Chamyanu Kushri for 2nd stage = 1No.

C/O RCC Water Storage Tank:- 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 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 5 sets of approved drawing with design to the department. (Ref data sheet No.3 ,4 & 4(a) for further details.).

C/O Sump well at Tarphole Sandhole (4 Hours storage capacity)

C/O Main Storage tank at Awah Devi (8 Hours storage capacity)

C/O Sump well at Chamyanu

C/O Main Storage tank at Sathlakhi

C/O RCC Storage tank at Village Suhagra Devi

C/O RCC Storage tank at Village Khudla

C/O RCC Storage tank at Village Khanot

C/O RCC Storage tank at Village Manwana

C/O RCC Storage tank at Village Baswater

C/O RCC Storage tank at Village Trandol

C/O RCC Storage tank at Village Dayra

C/O RCC Storage tank at Village Fatoh

C/O RCC Storage tank at Village Baldwara

C/O RCC Storage tank at Village Badon

C/O RCC Storage tank at Village Surajpur bari

C/O RCC Storage tank at Village Samsoh

C/O RCC Storage tank at Village Khahan

C/O RCC Storage tank at Village Jajjar Tilla

C/O RCC Storage tank at Village Salyani

C/O RCC Storage tank at Village Kanyana

C/O RCC Storage tank at Village Bhaderwar

C/O RCC Storage tank at Village Chatter

C/O RCC Storage tank at Village Rohan tikkri

C/O RCC Storage tank at Village Rakhota

C/O RCC Storage tank at Village Sarnota

C/O RCC Storage tank at Village Jamni

C/O RCC Storage tank at Village Chandesh

C/O RCC Storage tank at Village Basantpur

C/O RCC Storage tank at Village Chandrakri

C/O RCC Storage tank at Village Tikkari

C/O RCC Storage tank at Village Gopalpur

C/O RCC Storage tank at Village Nain

C/O RCC Storage tank at Village Thana

C/O RCC Storage tank at Village Mara kushri

C/O RCC Storage tank at Village Dangar

C/O RCC Storage tank at Village Kalar

C/O RCC Storage tank at Village Barot

C/O RCC Storage tank at Village Jukain

C/O RCC Storage tank at Village Nabahi

C/O RCC Storage tank at Village Barchwar

C/O RCC Storage tank at Village Batoh

C/O RCC Storage tank at Village Maseran

C/O RCC Storage tank at Village Rasehar

C/O RCC Storage tank at Village Bag

C/O RCC Storage tank at Village Saroli

C/O RCC Storage tank at Village Fadanu

C/O RCC Storage tank at Village Hawani

C/O RCC Storage tank at Village Nagan

C/O RCC Storage tank at Village Pingla

Schedule A2- Pumping Machinery and Electrical works:-S/E OF PUMPING MACHINERY (Submersible) :- Providing and installation of suitable raw water submersible star rated pumpset type KRT capable of handling 2500 PPM turbidity, of KSB make or of approved make by Jal shakti Vibhag (H.P) (List attached) conforming to latest BIS code. The pump shall be fitted with single vane impeller of suitable alloy for handling raw water as per IS 5669-1970 having oil/grease packed bearings and stainless steel shaft, wound stator on motor side with shaft protection sleeves on pump side ensuring better life for shaft . The impeller of pump shall be directly mounted on extended submersible sq cage motor shaft conf to BIS 9238-1979 with up to date amendments of 1450 (N) RPM, totally dust and weather proof with detach able pump casing for easy inspection with double mechanical seal, grease/ oil lubricated bearings and provided with stainless steel thrust bearing plate to withstand vertical loads with minimum wear and tear,It should be fitted with device to take up expanion of water on heating of motor & suitable for operation on 415 +/- 15 % volts 3 Phase 50 C/S AC supply. The power of motor should be at least 10% in excess of maximum power required by the pump in complete operating range with mounting stand/ duck foot bend, steel guide wire with mounting hook, lowering chain and standard accessories as supplied by the manufacturers complete, suitable for fulfilling the following requirements:- For detailed design parameters/ requirements are given in data sheet No. 10 in Vol-III.

Booster Stage - 4 No's Pump sets = 2 Nos Working & 2 Nos stand bye (Discharge of each working pump = 18.19 Lps.), Total Head = 35.20 Mtrs. Type of Pump sets - Submersible = 4 x 17.50 = 70 HP.

S/E OF PUMPING MACHINERY (CENTRIFUGAL) :- Providing horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage star rated centrifugal pump or combination of pumps, in series/parallel of recommended make of such as Mather and Platt /KSB/ Beacon Weir/ Kirloskar/ BE/ Jyoti as per BIS 1520-1980 or of approved make by Jal shakti Vibhag (H.P) (List attached) with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics as per manufacturer impellers/priming funnels,casing ring and shaft sleeves ,shaft of steel grade 4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor /motors of standard make such as Kirlosker/BHEL /Crompton /NGEF /GEC/Siemens/Jyoti /ABB and suitable for operation on 415(+/-)15% volts,50 cycles /second.3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1992. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: (Ist stage) For detailed design parameters/ requirements are given in data sheet No. 11 in Vol-III.

Ist stage - 6 No's Pump sets = 4 Nos Working & 2 Nos stand bye (Discharge of each working pump = 9.10 Lps.), Total Head = 1021.61 Mtrs. Type of Pump sets - Centrifugal =6 x 240 = 1440 HP.

2nd stage - 3 No's Pump sets = 2 Nos Working & 1 No stand bye (Discharge of each working pump = 7.35 Lps.), Total Head = 422.63 Mtrs. Type of Pump sets - Centrifugal = 3 x 75 = 225 HP.

Schedule A3- Rising Main Providing , Laying, jointing in trenches and testing galvanised mild steel tubes of approved make by Jal Shakti Vibhag (H.P) (list attached) Medium class as per IS:1239-2004 (Part-I) , screwed and socketted complete with tube fittings such as bends,tees, valves collars etc. as per direction and to the entire satisfaction of Engineer in Charge.

Booster stage :- Percolation Well to Sump well- 150 mm dia GMS pipe IS:1239-2004 (Part-I) grade Medium having wall thickness 4.8 mm ( RD 0 to 2x1000 )

Providing ,Laying & jointing and testing of GMSERW pipe grade L415 or X-60 of following dia meters confirming to ISO 3183-2007, (latest with upto date amendments ) having wall thickness and grade as specified below with bevel led ends and capable of with standing required test pressure in a random length of 5 to 7 meters including manufacturing reducers / tapers, all short pieces ,bends etc. As per site requirement made from parent tubes. The laying of pipe shall include all operation such as cutting, welding, jointing, fabrication of bends. Tees etc.including lowering and laying in excavated trebches 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 then five times the dia of pipe.The pipes shall be factory galvanized (zinc coatingboth inside and outside)as per IS:4736-1986(with upto date ammendments ) with mass of zinc coating shall be as per relevent code. The welding electrodes shall be as per IS:-814:2004 of Advani Oerlikon/LT or IS marked mak. Tolerance in thickness and mass of pipe will be as per relevant IS Codes. The rates also includes entire carriage of material flushing clenning, DPT test and hydraulic testing complete to the best satisfaction and direction of Engineer-in -chage with in all leads and lifts.(earth work in trenches shall be measured and paid for separately).

Ist Stage:- Tarphol Sansdhole Pump House to MST Awahdevi :- 200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 8.2 mm ( RD 0 to 1000)

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 7.9 mm ( RD 1000 to 5100 )

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-602 having wall thickness 6.4 mm ( RD 5100 to 7800 )

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 5.6 mm ( RD 7800 to 9500 )

200 mm GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 5.2 mm ( RD 9500 to 10500 )

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 4.80 mm ( RD 10500 to 13100 )

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 4.80 mm ( RD 13100 to 27300 )

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 4.80 mm ( RD 27300 to 28300 )

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 4.80 mm ( RD 28300 to 29450 )

2nd stage :- Chamyanu Mera Kushri Pump House to MST Sathlakhi :- 150 mm dia GMSERW pipe IS/ISO:3183-2007 grade L 290 or X- 42 having wall thickness 4.8 mm ( RD 0 to 1000 )

150 mm dia GMSERW pipe ISO:3183-2007 grade L 290 or X- 42 having wall thickness 4.80 mm ( RD 1000 to 2250 )

150 mm dia GMSERW pipe ISO:3183-2007 grade L 290 or X- 42 having wall thickness 4.80 mm ( RD 2250 to 3000 )

150 mm dia GMSERW pipe ISO:3183-2007 grade L 290 or X- 42 having wall thickness 4.80 mm ( RD 3000 to 3450 )

Providing, welding and fixing of M.S. flanges @ 1% of joints, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) and welding of MS flanges with GMS/MSERW pipes in three layers to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for separtely). 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.

Booster stage :- Percolation Well to Sump well - 150 mm dia GMS pipe IS:1239-2004 (Part-I) grade Medium having wall thickness 4.8 mm with flange table- 5 ( RD 0 to 2x1000 )

Ist Stage:- Tarphole Sansdhole Pump House to MST Awahdevi :- 200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 8.2 mm with flange table - 42 ( RD 0 to 1000)

200 mm dia GMSERW pipe ISO:3183-2007 gradeL415 or X-60 having wall thickness 7.90 mm with flange table - 42 ( RD 1000 to 5100 )

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 7.10 mm with flange table - 38 ( RD 5100 to 7800 )

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 6.40 mm with flange table - 38 ( RD 7800 to 9500 )

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 6.40 mm with flange table - 34 ( RD 9500 to 10500 )

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 4.80 mm with flange table - 34 ( RD 10500 to 13100 )

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 4.80 mm with flange table - 28 ( RD 13100 to 27300 )

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 4.80 mm with flange table - 23 ( RD 27300 to 28300 )

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 4.80 mm with flange table - 17 ( RD 28300 to 29450 )

2nd stage :- Chamyanu Mera Kushri Pump House to MST Sathlakhi:- 150 mm dia GMSERW pipe ISO:3183-2007 grade L 290 or X- 42 having wall thickness 5.20 mm with flange table- 34 ( RD 0 to 1000 )

150 mm dia GMSERW pipe ISO:3183-2007 grade L 290 or X- 42 having wall thickness 4.80 mm with flange table- 28 ( RD 1000 to 2250 )

150 mm dia GMSERW pipe ISO:3183-2007 grade L 290 or X- 42 having wall thickness 4.80 mm with flange table- 17 ( RD 2250 to 3000 )

150 mm dia GMSERW pipe ISO:3183-2007 grade L 290 or X- 42 having wall thickness 4.80 mm with flange table- 5 ( RD 3000 to 3450 )

Providing circumferential butt welded joints by electrical arc welding to below mentioned dia and wall thickness MSERW pipe welded in three number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore)-CITOJET/ES/ESAB make, conforming to IS 814-1991 including Die pentration test, at site of work complete in all respects, including manual/machanical handling of pipe in all leads and lifts to the entire satisfaction of Engineer in charge.

Booster stage :- Percolation Well to Sump well- 150 mm dia GMS pipe IS:1239-2004 (Part-I) grade Medium having wall thickness 4.8 mm ( RD 0 to 2x1000 )

Ist Stage:- Tarphol Sansdhole Pump House to MST Awahdevi :- 200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 8.2 mm ( RD 0 to 1000)

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 7.9 mm ( RD 1000 to 5100 )

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-602 having wall thickness 6.4 mm ( RD 5100 to 7800 )

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 5.6 mm ( RD 7800 to 9500 )

200 mm GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 5.2 mm ( RD 9500 to 10500 )

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 4.80 mm ( RD 10500 to 13100 )

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 4.80 mm ( RD 13100 to 27300 )

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 4.80 mm ( RD 27300 to 28300 )

200 mm dia GMSERW pipe ISO:3183-2007 grade L415 or X-60 having wall thickness 4.80 mm ( RD 28300 to 29450 )

2nd stage :- Chamyanu Mera Kushri Pump House to MST Sathlakhi :- 150 mm dia GMSERW pipe IS/ISO:3183-2007 grade L 290 or X- 42 having wall thickness 4.8 mm ( RD 0 to 1000 )

150 mm dia GMSERW pipe ISO:3183-2007 grade L 290 or X- 42 having wall thickness 4.80 mm ( RD 1000 to 2250 )

150 mm dia GMSERW pipe ISO:3183-2007 grade L 290 or X- 42 having wall thickness 4.80 mm ( RD 2250 to 3000 )

150 mm dia GMSERW pipe ISO:3183-2007 grade L 290 or X- 42 having wall thickness 4.80 mm ( RD 3000 to 3450 )

Providing and fixing double flanged cast steel Sluice valve of following dia of Kirloskar/Leader RG/LP/ Sachedeva or any other approved make by Jal Shakti Vibhag (H.P) conforming to BS:1414 / API-600, Various Class including champion sheet gasket 3 mm thick with MS flanges of table -17 as per IS 6392-1971 i/c welding of M.S. flanges in three layers to make the joint leak proof and capable of with standing of nominal seat pressure of 104.00 Kg/cm2 & 52.00 Kg/cm2 with upto date amendments i/c carriage in all leads & lifts & complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

200 mm dia class ASA - 300

150 mm dia class ASA - 300

Providing and fixing double flanged cast steel non return valve of following dia of Kirloskar/Leader RG/LP/ Sachedeva or any other approved make by Jal Shakti Vibhag (H.P) conforming to BS:1868 / API-600 various class including champion sheet gasket 3mm thick with MS flanges of table -17 as per IS 6392-1971 i/c welding of M.S. flanges in three layers to make the joint leak proof and capable of with standing of nominal seat pressure of 104.00 Kg/cm2 & 52.00 Kg/cm2 with upto date amendments i/c carriage in all leads & lifts & complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

200 mm dia class ASA - 300

150 mm dia class ASA - 300

Providing and fixing double air valve (Isolating type) Double orifice with rubber ball 50 mm dia of Kirloskar/Leader or any of approved make by Jal Shakti Vibhag (H.P) confirming to BIS:14845 with upto date amendments in rising main as per direction and to the entire satisfaction of Engineer-in-Charge.

50 mm dia

Schedule A4- CONVEYANCE MAIN Providing ,Laying & jointing (by way of circumferential butt welded joints in three layers by electrical arc welding ) and testing of MSERW pipe of following dia meters confirming to ISO 3183-2012, (latest with upto date amendments ) having wall thickness and grade as specified below with bevel led ends and capable of with standing required test pressure in a random length of 5 to 7 meters including manufacturing reducers / tapers, all short pieces ,bends etc. As per site requirement made from parent tubes. The laying of pipe shall include all operation such as cutting, welding, jointing, fabrication of bends. Tees etc.including lowering and laying in excavated trebches 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 then five times the dia of pipe.The pipes shall be factory galvanized (zinc coatingboth inside and outside)as per IS:4736-1986(with upto date ammendments ) with mass of zinc coating shall be as per relevent code. The welding electrodes shall be as per IS:-814:2004 of Advani Oerlikon/LT or IS marked mak. Tolerance in thickness and mass of pipe will be as per relevant IS Codes. The rates also includes entire carriage of material flushing clenning, DPT test and hydraulic testing complete to the best satisfaction and direction of Engineer-in -chage with in all leads and lifts.(earth work in trenches shall be measured and paid for separately).

Main Gravity Aahdevi to Chamyanu Mera Kushri :- 200 mm dia MSERW pipe ISO:3183-2007 Grade L290 -X-42 having wall thickness 4.80 mm With Flange Table-11 ( RD 0 to 3600 )

200 mm dia MSERW pipe ISO:3183-2007 Grade L290 -X-42 having wall thickness4.80 mm With Flange Table-28 ( RD3600 to10300 )

200 mm dia MSERW pipe ISO:3183-2007 Grade L290-X-42 having wall thickness 4.80 mm ( RD 10300 to11800 ) With Flange Table-23

200 mm dia MSERW pipe ISO:3183-2007 Grade L290-X-42 having wall thickness4.80 mm ( RD 11800 to 12700 ) With Flange Table-17

200 mm dia MSERW pipe ISO:3183-2007 Grade L290-X42 having wall thickness4.80 mm ( RD 12700 to13300 ) With Flange Table-5

Main Gravity Aahdevi to Sawagra Devi :-125 mm dia GMS pipe IS 1239-2004 or A having wall thickness 4.80 mm ( RD 0 to 4000 ) With Flange Table-17

100 mm dia GMSERW pipe ISO:3183-2007 Grade L210 or A having wall thickness 4.80 mm ( RD 4000 to 18000 ) With Flange Table- 28

100 mm dia GMSERW pipe ISO:3183-2007 Grade L210 or A having wall thickness 4.80 mm ( RD 18000 to 24000 ) WITH flange Table -34

100 mm dia MSERW pipe ISO:3183-2007 Grade L210 or A having wall thickness 4.80 mm ( RD 24000 to 26000 ) WITH flange Table -28

100 mm dia MSERW pipe ISO:3183-2007 Grade L210 or A having wall thickness 4.80 mm ( RD 26000 to 28000 ) WITH flange Table -28

100 mm dia MSERW pipe ISO:3183-2007 Grade L210 or A having wall thickness4.80 mm ( RD 28000 to 29450 ) WITH flange Table -17

Providing welding and fixing of M.S. flanges @ 1% of joints, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) and welding of MS flanges with GMS/MSERW pipes in three layers to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for separtely). 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.

Main Gravity Aahdevi to Chamyanu Mera Kushri :- 200 mm dia MSERW pipe ISO:3183-2007 Grade L290 -X-42 having wall thickness 4.80 mm With Flange Table-11 ( RD 0 to 3600 )

200 mm dia MSERW pipe ISO:3183-2007 Grade L290 -X-42 having wall thickness4.80 mm With Flange Table-28 ( RD3600 to10300 )

200 mm dia MSERW pipe ISO:3183-2007 Grade L290-X-42 having wall thickness 4.80 mm ( RD 10300 to11800 ) With Flange Table-23

200 mm dia MSERW pipe ISO:3183-2007 Grade L290-X-42 having wall thickness4.80 mm ( RD 11800 to 12700 ) With Flange Table-17

200 mm dia MSERW pipe ISO:3183-2007 Grade L290-X42 having wall thickness4.80 mm ( RD 12700 to13300 ) With Flange Table-5

Main Gravity Aahdevi to Sawagra Devi :-125 mm dia GMS pipe IS 1239-2004 or A having wall thickness 4.80 mm ( RD 0 to 4000 ) With Flange Table-17

100 mm dia GMSERW pipe ISO:3183-2007 Grade L210 or A having wall thickness 4.80 mm ( RD 4000 to 18000 ) With Flange Table- 28

100 mm dia GMSERW pipe ISO:3183-2007 Grade L210 or A having wall thickness 4.80 mm ( RD 18000 to 24000 ) WITH flange Table -34

100 mm dia MSERW pipe ISO:3183-2007 Grade L210 or A having wall thickness 4.80 mm ( RD 24000 to 26000 ) WITH flange Table -28

100 mm dia MSERW pipe ISO:3183-2007 Grade L210 or A having wall thickness 4.80 mm ( RD 26000 to 28000 ) WITH flange Table -28

100 mm dia MSERW pipe ISO:3183-2007 Grade L210 or A having wall thickness4.80 mm ( RD 28000 to 29450 ) WITH flange Table -17

Providing circumferential butt welded joints by electrical arc welding to below mentioned dia and wall thickness MSERW pipe welded in three number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore)-CITOJET/ES/ESAB make, conforming to IS 814-1991 including Die pentration test, at site of work complete in all respects, including manual/machanical handling of pipe in all leads and lifts to the entire satisfaction of Engineer in charge.

Main Gravity Aahdevi to Chamyanu Mera Kushri :- 200 mm dia MSERW pipe ISO:3183-2007 Grade L290 -X-42 having wall thickness 4.80 mm With Flange Table-11 ( RD 0 to 3600 )

200 mm dia MSERW pipe ISO:3183-2007 Grade L290 -X-42 having wall thickness4.80 mm With Flange Table-28 ( RD3600 to10300 )

200 mm dia MSERW pipe ISO:3183-2007 Grade L290-X-42 having wall thickness 4.80 mm ( RD 10300 to11800 ) With Flange Table-23

200 mm dia MSERW pipe ISO:3183-2007 Grade L290-X-42 having wall thickness4.80 mm ( RD 11800 to 12700 ) With Flange Table-17

200 mm dia MSERW pipe ISO:3183-2007 Grade L290-X42 having wall thickness4.80 mm ( RD 12700 to13300 ) With Flange Table-5

Main Gravity Aahdevi to Sawagra Devi :-125 mm dia GMS pipe IS 1239-2004 or A having wall thickness 4.80 mm ( RD 0 to 4000 ) With Flange Table-17

100 mm dia GMSERW pipe ISO:3183-2007 Grade L210 or A having wall thickness 4.80 mm ( RD 4000 to 18000 ) With Flange Table- 28

100 mm dia GMSERW pipe ISO:3183-2007 Grade L210 or A having wall thickness 4.80 mm ( RD 18000 to 24000 ) WITH flange Table -34

100 mm dia MSERW pipe ISO:3183-2007 Grade L210 or A having wall thickness 4.80 mm ( RD 24000 to 26000 ) WITH flange Table -28

100 mm dia MSERW pipe ISO:3183-2007 Grade L210 or A having wall thickness 4.80 mm ( RD 26000 to 28000 ) WITH flange Table -28

100 mm dia MSERW pipe ISO:3183-2007 Grade L210 or A having wall thickness4.80 mm ( RD 28000 to 29450 ) WITH flange Table -17

Providing and fixing double flanged cast steel Sluice valve of following dia of Kirloskar/Leader RG/LP/ Sachedeva or any other approved make by Jal Shakti Vibhag (H.P) conforming to BS:1414 / API-600, Various Class including champion sheet gasket 3 mm thick with MS flanges of table -17 as per IS 6392-1971 i/c welding of M.S. flanges in three layers 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 as per direction and to the entire satisfaction of Engineer-in-Charge.

200 mm dia class ASA - 300

125 mm dia class ASA - 300

100 mm dia class ASA - 300

Providing and fixing double air valve (Isolating type) Double orifice with rubber ball 50 mm dia of Kirloskar/Leader or any approved make by Jal Shakti Vibhag (H.P) confirming to BIS:14845 with upto date amendments in gravity main as per direction and to the entire satisfaction of Engineer-in-Charge.

50 mm dia

Schedule A5 - Gravity Mains (Tank to Tank Lines) Providing , Laying, jointing in trenches and testing galvanised mild steel tubes of approved make by Jal Shakti Vibhag (H.P) Medium class as per IS:1239-2004 (Part-I) , screwed and socketted complete with tube fittings such as bends,tees, valves collars etc. as per direction and to the entire satisfaction of Engineer in Charge.

25 mm dia (Medium class)

32 mm dia (Medium class)

40 mm dia (Medium class)

50 mm dia (Medium class)

65 mm dia (Medium class)

80 mm dia (Medium class) P/E

100 mm dia (Medium class) P/E

125 mm dia (Medium class) P/E

Providing welding and fixing of M.S. flanges @ 1% of joints, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) and welding of MS flanges with GMS/MSERW pipes in three layers to make the joint leak proof (The cost of providing and laying of GMS/MSERW pipes to be measured and paid for separtely). 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 thickness 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.

80 mm dia (Medium class) Flange table-17

100 mm dia (Medium class) Flange table-17

125 mm dia (Medium class) Flange table-28

Providing circumferential butt welded joints by electrical arc welding to below mentioned dia and wall thickness MSERW pipe welded in three number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore)-CITOJET/ES/ESAB make, conforming to IS 814-1991 including Die pentration test, at site of work complete in all respects, including manual/machanical handling of pipe in all leads and lifts to the entire satisfaction of Engineer in charge.

80 mm dia (Medium class) P/E

100 mm dia (Medium class) P/E

125 mm dia (Medium class) P/E

Providing and fixing Gun Metal wheel valve of various dia screwed type as per ISI.778-ISI. Marked complete in all respect as per direction and to the entire satisfactioln of Engineer-in-Charge..

25 mm dia

32 mm dia

40 mm dia

50mm dia

65mm dia

Providing and fixing double flanged cast iron Sluice valve of following dia of Kirloskar/Leader RG/LP/ Sachedeva or any other approved make by Jal Shakti Vibhag (H.P) conforming to BS:9890, Various Class including champion sheet gasket 3 mm thick with MS flanges as per IS 6392-1971 i/c welding of M.S. flanges in three layers to make the joint leak proof and capable of with standing of nominal seat pressure of 10.20 Kg/cm2 with upto date amendments i/c carriage in all leads & lifts & complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

80 mm dia class PN-10

100 mm dia class PN-10

125 mm dia class PN-10

Providing and fixing double air valve (Isolating type) Double orifice with rubber ball 50 mm dia of Kirloskar/Leader or any other approved make by Jal Shakti Vibhag (H.P) (list attached) confirming to BIS:14845 with upto date amendments in gravity main as per direction and to the entire satisfaction of Engineer-in-Charge.

50 mm dia

Schedule A6- Distribution System Providing , Laying, jointing in trenches and testing galvanised mild steel tubes of approved make by Jal Shakti Vibhag (H.P) (list attached) light class as per IS:1239-2004 (Part-I) , screwed and socketted complete with tube fittings such as bends,tees, valves collars etc. as per direction and to the entire satisfaction of Engineer in Charge.

25 mm dia (Light class)

32 mm dia (Light class)

40 mm dia (Light class)

50 mm dia (Light class)

65 mm dia (Light class)

80 mm dia (Light class)

Providing and fixing Gun Metal wheel valve of various dia screwed type as per ISI.778-ISI. Marked or of approved make by Jal Shakti Vibhag (H.P) complete in all respect as per direction and to the entire satisfactioln of Engineer-in-Charge..

25 mm dia (Medium class)

32 mm dia (Medium class)

40 mm dia (Medium class)

50 mm dia (Medium class)

65 mm dia (Medium class)

80 mm dia (Medium class)

Schedule A7-Remote Monitoring:-The tenderer/firm shall provide proposal for automation of entire scheme upto junction points of MBR/ Delivery tank 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 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 tank location, which shall send massages through SCADA station at remote access location at main pump house. This data transmission system at tank consists of field instruments for providing digital and analog signals to data transfer module as per the direction of the Engineer- in- Charge. 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 tank locations controlling devices shall be installed with water meter sensors, flow transmitters, level transmitters in 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 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 & Data Sheet No, 13)

2 Nos Percolation well

2 Nos Pump House

2 Nos MBR

Schedule A8 -Disinfection System GASEOUS CHLORINATION :- Supply, errection and commissioning of gaseous chlorination plant at 1 No main storage tank & 2 No's Sector Stroage tanks complete in all respect having chlorinator capable to deliver 0-2500 gm/hr of chlorine gas along with 2 No's sets of 1W + 1S booster set of approved make with electric motor and 2 Nos sets 1W + 1S water piping from water main to booster pump. It shall also consist of chlorine gas cylinder 100 kg capacity duly approved by CCE Nagpur and filled with chlorine gas 1 No's at each along with chlorine anlyzer to indicate chlorine contant level in the chlorinated water to supply. The contractor/ firm shall also supply accessories/spares such as mulipurpose cylinder key 1 No lead washers 6 No ejector gasket 2 sets hose clips 4 No ,Ammonia Bottle 50ml - 1 No along with safety items covering chlorine leak emergency kit self contained breathing appratus, Eye- shower for each unit complete in all respect in all respect as per the direction of engineer - in - charge. (Ref data sheet No. 14 for further details.).

Schedule A9- Miscellanous C/O Pannel fencing work around 2 No's Pump Houses including cost of excavation,P/L C.C. 1:6:12, R/R & S/R masonary in foundation,Fencing pannel 1.80 x 1.20M incuding cost of Brick Masonry and cement Plaster, P/F MS gate where required as per relevant data sheet complete in all respects to the entire satisfaction of the Engineer-in-charge. (Ref data sheet No. 17 for further details.).

C/O Barbed wire fencing work around all civil works such as Sub storage tanks etc. with barbed wire Confirming to IS "278-1962 including cost of excavation, foundation concrete for CC block 1:3:6,formwork with steel plates, MS Angle iron Poles of size ISA 50 x 50 x 6 mm @ 2.50 meters C/C fixed with concrete blocks incuding cost of Brick Masonry and cement Plaster, P/F MS gate where required as per relevant data sheet complete in all respects to the entire satisfaction of the Engineer-in-charge. (Ref data sheet No. 17 for further details.).

Providing and laying cement concrete 1:4:8 (1 cement:4sand:8 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts and to the enitre satisfaction of Engineer-in- charge.

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

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

Vertical surface such as wall (any thickness) partitions walls & the like including the attached pillaster,s buttresses plinth string courses & the like as per the direction of the engineer-in-charge with in all lead & lifts.

Providing tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete including the cost of binding wire in all leads and lifts.

Schedule B1- Operation and Maintenance :- Operation and maintenance of scheme from source to sector storage tanks 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 percolation well to main storage tank & sector storage tanks at different locations as per plan and repair and maintenance of main lines, gravity lines 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, collection/distribution / pump house etc. and disposal of same as per the direction of engineer-in-charge, fixing/repairing/leakage in structure, 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, removal 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 , 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/JSV specification, HP JSV department norms direction issued by the Engineer-incharge from time to time and sound engineering practice. (Refer Vol-II-Technical specifications & Data Sheet No, 12) The O&M part will commence from date of completion of trial & test run for Three months defect and liability period of Six months after physical completion of all components.

Ist Year (after physical completion of trial & test run of three month , defect and liability period of six months after physical completion of all components) Year-2023

A V RAMBABU INFRA PRIVATE LIMITED

DEVENDRA CONSTRUCTION COMPANY