Improvement and Extension of Water Supply Scheme Dalhousie Town In Tehsil Dalhousie Distt Chamba HP including trial and testing run period of 03 month after physical completion of all components of the scheme and running O and M for 5 Years

Amount

Schedule A1 - Civil Works Fencing work around all the civil works such as intake structure , Pump Houses, 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.

Fencing work around all the civil works such as , MBRs, SRs etc. one metre high fencing over brick masonery 1.80 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 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.

Site development for various civil works such as intake structure, pump houses, Main balancing reserviors,Service storage reservior,retaining walls,breast wall etc complete as directed by 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 cocrete for plain / reinforced concrete in open foundations complete as per drawing and as per technical specifictions clause 802 ,803 , 1202 and 1203 cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40mm nominal size) as per HPPWD specification as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing weep holes in brick masonary/stone masonary , plain /reinforced concrete abutment , wing wall , return wall with 100 mm dia AC pipe extended through the full width of the structure with slope of 1 V : 20 H towards drawing face complete as per drawings and technical specifications clause 614 , 709 , 1204.3.7

Thrust Blocks:- Construction of Thrust Block for Rising mains for requried sizes. Firm has be evolve design & drawing as per actual site condition and got approved from competent authority. (Refer to Technical specification volume-II and Data sheet No. 5)

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) excluding the cost of centring & shuttering in Foundation & plinth.

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

Pump House:- Survey ,Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) of Pump Houses at following Locations including all allied Civil Works, 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 10 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.

Pump house at Orru Morh 1 No. 277.30 sqm

Pump house at Devidehra 1 No. 277.30 sqm

Pump house at Bathri 1 No. 277.30 sqm

Pump house at Ahla 1 No. 277.30 sqm

Main Balancing Reservior and Sector Reserviors:- Survey , 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.

Construction of Collection tank 1700 KLD at Devidehra

Construction of Collection tank 455 KLD at Bathri

Construction of Collection tank 160 KLD at Ahla

At MBR-2 (at Hurst Lodge ) 675KLD

At MBR-3 (at moti tibba) 485KLD

At MBR-3(Subhash Chowk) 130KLD

C/o MBR1 - SR1, 130 KL-GL at Bakrota

C/o MBR1 - SR2, 450 KL-GL at Hurst Lodge

C/o MBR1 - SR 3, 65 KLD- -GL at Lohali

C/o MBR1 - SR 4, 55 KLD -GL at Lohali-II

C/o MBR1 - SR 5, 520 KLD-GL at Moti Tibba

C/o MBR1 - SR 6, 195 KLD -GL at Gitanjali-I

C/o MBR1 - SR 7, 45 KLD-GL at Gitanjali-II

C/o MBR1 - SR 8, 30 KLD -GL Subhash Chowk-II

C/o MBR1 - SR 9, 60 KLD -GL Subhash Chowk-I

C/o MBR1 - SR 10, 85 KLD -GL Sadar Bazar

C/o MBR1 - SR 11, 25 KLD -GL at Patraini Chakkar

C/o MBR1 - SR 12, 30 KLD -GL at Kathalag-I

C/o MBR1 - SR 13, 55 KLD -GL at Police line

C/o MBR1 - SR 14, 40 KLD -GL at Hospital

C/o MBR1 - SR 15, 50 KLD -GL at Kathalag-II

C/o MBR1 - SR 16, 35 KLD -GL at Dainikund

C/o MBR1 - SR 17, 310 KLD -GL at Air force Moti Tibba

Water Treatment Plant:-The scope of work under present tender includes the Survey , designing ,construction of 4.40 MLD water capacity water treatment plant capable to treat the raw water 4.40MLD for Dalhousie constituency clear water capacity water treatment plant capable to treat the raw water 4.40 MLD for Dalhousie Town 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 , Cascade aerators, Raw water channel, primary sedimentation tank/tube setteler, Electronic flow meter for discharge measurement, 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, clear water tank 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 and fencing as per design parameters and specification.

The components/units mentioned/proposed above are tentative and the WTP shall comprise of but not limited to above arrangements/methodology The final decision regarding the components shall be made at the time of finalisation of the design drawings. A well-equipped laboratory of appropriate size for water testing at Maryog shall be provided as per clause 15.6 of CPHEEO of water Supply & treatment. WTP shall be designed as per the specifications mentioned in Vol-2, Part-3 and CPHEEO Manual, if anything found contrary, then CPHEEO Manual shall be followed the same shall be to the entire satisfaction of Engineer-in-charge. The firm shall submit the detailed hydraulic and structural design and drawings (5 copies or as decided by Engineer-in-charge) for each component of treatment plant, which shall be approved by the department before the work is started. The designs & drawings of the mechanical electrical equipment and wiring etc. along with manufactures specifications/design also be submitted for approval to the department.

On the completion of all civil, mechanical and electrical works, the contractor shall test run the plant for 3 months & 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 i/c lab equipments & lab infrastructure , glass ware as per Technical specifications

Dalhousie Town

Intake structure -Survey ,Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) of Intake Structure at inlet Locations including all allied Civil Works, internal & external Electrical work wiring, excavation in foundation in all kinds of soils, 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.

Providing & laying cement concrete 1:2:4 (1cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) Pillars for gravity main at various reaches excluding the cost of centring & shuttering in Foundation & plinth. ( Refer to Technical specification volume-II and Data sheet No.8A)

Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia.&180 mm deep (inside) with chained lid RCC top 1:2:4 mix (1 cement :2 Sand :4 graded stone aggregate 20 mm nominal size ) 100 mm thick foundation conc.1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1:3 (1 Cement : 3 Sand ) finished with a floating coat of neat cment i/c curing complete.1200 x 1200 x 1000 mm inside size With 150mm th.walls of RCC1:2:4(1cement :2sand:4graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways. ( Refer to Technical specification volume-II and Data sheet No. 8 )

Supply Installation Testing & Commissioning with automation (to be paid separetely) of suitable Raw water submersible pumpset of KSB/Kirloskar make or of approved make by JSV (list attached) capable of handling 1500 PPM turbidity 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 motor confirming to BIS 9238-1979 with up to date amendments,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, 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 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: including Pump sets (working + standby), necessary piping, Control panel with starter and protections; control valves alongwith electrical cable etc Complete job as per IPH specifications including all taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications, technical data Sheets No.5 and instruction of Engineer in charge. ( Refer to Technical specification volume-II and Data sheet No.9)

Booster stage :- (Discharge of each working pump= 50.65 LPS.), Total Head=91.76 Mtrs. (2W+2S) HP-125

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..

1ST Stage at Deol Morh - (Discharge of each working pump = 31.81 LPS.), Total Head= 492.98 Mtrs. Type of Pumps - Centrifugal = 3 No. (2W+1S) HP-390

2nd stage at Devidehra -:(Discharge of each working pump = 9.99LPS.), Total Head= 1024.08Mtrs. Type of Pumps - Centrifugal = 6 No (4W+2S) HP-270

2nd Stage at bathri-:(Discharge of each working pump = 7.25LPS.), Total Head= 778.21Mtrs. Type of Pumps - Centrifugal =3 No (2W+1S) HP-150

3rd stage Bakrota-:(Discharge of each working pump = 6.15 LPS.), Total Head= 137.031Mtrs. Type of Pumps - Centrifugal =2 No (1W+1S) HP-30

3rd stage Lakkarmandi-:(Discharge of each working pump = 2.26 LPS.), Total Head= 496.90Mtrs. Type of Pumps - Centrifugal =2 No (1W+1S) HP-30

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 flanged bends of all degrees conforming to IS/ISO:3183-2007 with steel grade ,L-360 X-52 , L-290 X-42,/ IS: 1239-1990 (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 four layers (two 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, providing & fixing of MS flanges, 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.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) . 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 satisfactio of Engineer- in- charge with in all leads and lifts. 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, flanged joints . 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 to Technical specification volume-II and Data sheet No.7)

BOOSTER STAGE -:MSERW Pipe 350 mm, L 290 or x 42 Wall Thickness 4.80mm, Flange Table-11 From RD 0 to 180

MSERW Pipe 350 mm, L290 or x 42 Wall Thickness 4.80mm, Flange Table-5 From RD 180 to 2190

STAGE 1st ORRU MORH TO DEVIDEHRA-:MSERW Pipe 300 mm, L 290 or x 42 Wall Thickness 8.40 mm, Flange Table-34 From RD 0 to 450

MSERW Pipe 300 mm, L 290or x 42 Wall Thickness 6.40 mm, Flange Table-28 From RD 450 to 1250

MSERW Pipe 300 mm, L 290 or x 42 Wall Thickness 5.60 mm, Flange Table-28From RD 1250 to 2250

MSERW Pipe 300 mm, L 290 or x 42 Wall Thickness 5.20 mm, Flange Table-28 From RD 2250 to 3150

MSERW Pipe 300 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table-23From RD 3150 to 4050

MSERW Pipe 300 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table 11 From RD 4050 to 4350

MSERW Pipe 300 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table 5 From RD 4350 to 4985

STAGE 2nd BATHRI TO TIKKA-:MSERW Pipe 200 mm, L 360 X 52 Wall Thickness 7.90 mm, Flange Table-38 From RD 0 to 540

MSERW Pipe 200 mm, L 360 X 52Wall Thickness 7.00mm, Flange Table-38 From RD 540 to 930

MSERW Pipe 200 mm, L 360 X 52Wall Thickness 6.80 mm, Flange Table-38From RD 930 to 1200

MSERW Pipe 200 mm, L 360 X 52Wall Thickness 6.80 mm, Flange Table-34 From RD 1200 to 1770

MSERW Pipe 200 mm, L 360 X 52Wall Thickness 5.60 mm, Flange Table-34From RD 1770 to 2040

MSERW Pipe 200 mm, L 360 X 52 Wall Thickness 4.80 mm, Flange Table-28 From RD2040 to 2340

MSERW Pipe 200 mm, L 360 X 52 Wall Thickness 4.80 mm, Flange Table-28 From RD 2340 to 2370

MSERW Pipe 200 mm, L 360 X 52 Wall Thickness 4.80 mm, Flange Table-23 From RD 2370 to3240

MSERW Pipe 200 mm, L 360 X 52 Wall Thickness 4.80 mm, Flange Table-17 From RD 3240 to 3540

MSERW Pipe 200 mm, L 360 X 52 Wall Thickness 4.80 mm, Flange Table-11 From RD3540 to 3570

MSERW Pipe 200 mm, L 360 X 52 Wall Thickness 4.80 mm, Flange Table-5 From RD3570 to4710

STAGE 2nd FROM DEVIDEHRA TO AHLA -:MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 11.10 mm, Flange Table-42 From RD 0 to600

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 11.10 mm, Flange Table-38From RD 600 to 1260

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 9.30 mm, Flange Table-38From RD 1260 to 1980

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 8.70 mm, Flange Table-38From RD 1980 to 2760

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 7.10 mm, Flange Table-34From RD 2760 to 3270

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 4.8 mm, Flange Table-28 From RD 3270 to 3810

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness4.80 mm, Flange Table-23 From RD3810 to 4560

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 4.80 mm, Flange Table-17 From RD 4560 to 4830

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 4.80 mm, Flange Table-11F rom RD 4830 to 5085

STAGE 2nd from Devidehra to Ahla-: MSERW Pipe 200 mm, L 360or x 52 Wall Thickness 11.10 mm, Flange Table-42 From RD 0 to 600

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 11.10 mm, Flange Table- 38 From RD 600 to960

MSERW Pipe200 mm, L 360or x 52 Wall Thickness 9.50 mm, Flange Table-38From RD 960 to 1560 & ( 1520 to 1630already newly Laid ) & 1630 to 1980

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 8.70 mm, Flange Table-38From RD1560 to 1980

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 7.90 mm, Flange Table-38From RD 1980 to 2760 & ( 3180 to3430 already Newely Laid )

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 6.40 mm, Flange Table-34 From RD 2760 to 3270

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 4.80 mm, Flange Table-28 From RD 3270 to 3810

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 4.80 mm, Flange Table-23 f rom RD 3810 to 4560 and (4570 to 4700 )

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 4.80 mm, Flange Table-17 From RD 4560 to 4830

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 4.80 mm, Flange Table-11 From RD4830 to 5085

STAGE 1st FROM CHOWHRA TO DEVIDEHRA-:MSERW Pipe 200 mm, L290 X-42 Wall Thickness 7.90 mm, Flange Table-34 From RD 0 to 660

MSERW Pipe 200 mm, L 290 X-42 Wall Thickness 5.20 mm, Flange Table-34 From RD 660 to 1250

MSERW Pipe 200 mm, L 290 X-42 Wall Thickness 4.80 mm, Flange Table-28 From RD 1250 to 2750

MSERW Pipe 200 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table-23 From RD 2750 to 3350

MSERW Pipe 200 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table-17 From RD 3350 to 3950

MSERW Pipe 200 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table-11 From RD 3950 to 4260

MSERW Pipe 200 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table-5 From RD 4260 to 4635

STAGE 3rd FROM AHLA TO BAKROTA-:GMS Pipe100 mm, IS: 1239 Wall Thicknesss 4.80 mm, Flange Table-17 From RD 0 to 300

GMS Pipe100 mm, IS: 1239 Wall Thicknesss 4.80 mm, Flange Table-11From RD300 to 450

GMS Pipe100 mm, IS: 1239 Wall Thicknesss 4.80 mm, Flange Table-5 From RD450 to 850

STAGE 3rd FROM AHLA TO LAKKARMANDI-:GMS Tube 50 mm,IS1239-2004 Wall Thickness 4.80 mm, Flange Table-34From RD 0 to 1000

GMS Tube 50 mm,IS1239-2004 Wall Thickness 4.80 mm, Flange Table 34From RD1000 to2000

GMS Tube 50 mm,IS1239-2004 Wall Thickness 4.80 mm, Flange Table-28From RD 2000 to 2430

GMS Tube 50 mm,IS1239-2004 Wall Thickness 4.80 mm, Flange Table-28From RD 2430 to 2970

GMS Tube 50 mm,IS1239-2004 Wall Thickness 4.80 mm, Flange Table-5 From RD 2970 to3250

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/GGMSERW pipes in four layers i.e two layer on outer faces and two layer on inner faces to make the joint leak proof (The cost of proving and laying of GMSERW pipes and butt welded joints to be measured and paid for separtely). The welding of flanges shoild 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 satisfactio of engineer in charge with in all leads and lifts. ( Refer to Technical specification volume-II and Data sheet No.7)

BOOSTER STAGE-:MSERW Pipe 350 mm, L 290 X 42Wall Thickness 4.80mm, Flange Table-11 From RD 0 to 180

MSERW Pipe 350 mm, L 290 or x 42 Wall Thickness 4.80mm, Flange Table-5 From RD 180 to 2190

STAGE 1st ORRU MORH TO DEVIDEHRA-:MSERW Pipe 300 mm, L 290 or x 42 Wall Thickness 8.40 mm, Flange Table-34 From RD 0 to 450

MSERW Pipe 300 mm, L 290or x 42 Wall Thickness 6.40 mm, Flange Table-28 From RD 450 to 1250

MSERW Pipe 300 mm, L 290 or x 42 Wall Thickness 5.60 mm, Flange Table-28From RD 1250 to 2250

MSERW Pipe 300 mm, L 290 or x 42 Wall Thickness 5.20 mm, Flange Table-28 From RD 2250 to 3150

MSERW Pipe 300 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table-23From RD 3150 to 4050

MSERW Pipe 300 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table 11 From RD 4050 to 4350

MSERW Pipe 300 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table 5 From RD 4350 to 4985

STAGE 2nd BATHRI TO TIKKA-:MSERW Pipe 200 mm, L 360 X 52 Wall Thickness 7.90 mm, Flange Table-38 From RD 0 to 540

MSERW Pipe 200 mm, L 360 X 52Wall Thickness 7.00mm, Flange Table-38 From RD 540 to 930

MSERW Pipe 200 mm, L 360 X 52Wall Thickness 6.80 mm, Flange Table-38From RD 930 to 1200

MSERW Pipe 200 mm, L 360 X 52Wall Thickness 6.80 mm, Flange Table-34 From RD 1200 to 1770

MSERW Pipe 200 mm, L 360 X 52Wall Thickness 5.60 mm, Flange Table-34From RD 1770 to 2040

MSERW Pipe 200 mm, L 360 X 52 Wall Thickness 4.80 mm, Flange Table-28 From RD2040 to 2340

MSERW Pipe 200 mm, L 360 X 52 Wall Thickness 4.80 mm, Flange Table-28 From RD 2340 to 2370

MSERW Pipe 200 mm, L 360 X 52 Wall Thickness 4.80 mm, Flange Table-23 From RD 2370 to3240

MSERW Pipe 200 mm, L 360 X 52 Wall Thickness 4.80 mm, Flange Table-17 From RD 3240 to 3540

MSERW Pipe 200 mm, L 360 X 52 Wall Thickness 4.80 mm, Flange Table-11 From RD3540 to 3570

MSERW Pipe 200 mm, L 360 X 52 Wall Thickness 4.80 mm, Flange Table-5 From RD3570 to4710

STAGE 2nd FROM DEVIDEHRA TO AHLA -:MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 11.10 mm, Flange Table-42 From RD 0 to600

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 11.10 mm, Flange Table-38From RD 600 to 1260

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 9.30 mm, Flange Table-38From RD 1260 to 1980

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 8.70 mm, Flange Table-38From RD 1980 to 2760

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 7.10 mm, Flange Table-34From RD 2760 to 3270

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 4.8 mm, Flange Table-28 From RD 3270 to 3810

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness4.80 mm, Flange Table-23 From RD3810 to 4560

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 4.80 mm, Flange Table-17 From RD 4560 to 4830

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 4.80 mm, Flange Table-11F rom RD 4830 to 5085

STAGE 2nd from Devidehra to Ahla-: MSERW Pipe 200 mm, L 390or x 52 Wall Thickness 11.10 mm, Flange Table-42 From RD 0 to 600

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 11.10 mm, Flange Table- 38 From RD 600 to960

MSERW Pipe200 mm, L 360or x 52 Wall Thickness 9.50 mm, Flange Table-38From RD 960 to 1560 & ( 1520 to 1630already newly Laid ) & 1630 to 1980

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 8.70 mm, Flange Table-38From RD1560 to 1980

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 7.90 mm, Flange Table-38From RD 1980 to 2760 & ( 3180 to3430 already Newely Laid )

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 6.40 mm, Flange Table-34 From RD 2760 to 3270

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 4.80 mm, Flange Table-28 From RD 3270 to 3810

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 4.80 mm, Flange Table-23 f rom RD 3810 to 4560 and (4570 to 4700 )

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 4.80 mm, Flange Table-17 From RD 4560 to 4830

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 4.80 mm, Flange Table-11 From RD4830 to 5085

STAGE 1st FROM CHOWHRA TO DEVIDEHRA-:MSERW Pipe 200 mm, L290 X-52 Wall Thickness 7.90 mm, Flange Table-34 From RD 0 to 660

MSERW Pipe 200 mm, L 290 X-42 Wall Thickness 5.20 mm, Flange Table-34 From RD 660 to 1250

MSERW Pipe 200 mm, L 290 X-42 Wall Thickness 4.80 mm, Flange Table-28 From RD 1250 to 2750

MSERW Pipe 200 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table-23 From RD 2750 to 3350

MSERW Pipe 200 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table-17 From RD 3350 to 3950

MSERW Pipe 200 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table-11 From RD 3950 to 4260

MSERW Pipe 200 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table-5 From RD 4260 to 4635

STAGE 3rd FROM AHLA TO BAKROTA-:GMS Pipe100 mm, IS: 1239 Wall Thicknesss 4.80 mm, Flange Table-17 From RD 0 to 300

GMS Pipe100 mm, IS: 1239 Wall Thicknesss 4.80 mm, Flange Table-11From RD300 to 450

GMS Pipe100 mm, IS: 1239 Wall Thicknesss 4.80 mm, Flange Table-5 From RD450 to 850

STAGE 3rd FROM AHLA TO LAKKARMANDI-:GMS Tube 50 mm,IS1239-2004 Wall Thickness 4.80 mm, Flange Table-34From RD 0 to 1000

GMS Tube 50 mm,IS1239-2004 Wall Thickness 4.80 mm, Flange Table 34From RD1000 to2000

GMS Tube 50 mm,IS1239-2004 Wall Thickness 4.80 mm, Flange Table-28From RD 2000 to 2430

GMS Tube 50 mm,IS1239-2004 Wall Thickness 4.80 mm, Flange Table-28From RD 2430 to 2970

GMS Tube 50 mm,IS1239-2004 Wall Thickness 4.80 mm, Flange Table-5 From RD 2970 to3250

Providing circuferential butt welding joints by electrical arc welding to MSERW pipe, welded in requsite number of weld runs so as to achieve the minimum effective throat thickness of weld confirming to IS 816-1969 specification by using electrods confirming to IS 814-1991 at site of work complete in all respect including mannual/mechanical handling of pipes in lead and lift to the entire satisfaction of Engineer-in-Charge

BOOSTER STAGE-:MSERW Pipe 350 mm, L 290 x 42 Wall Thickness 4.80mm, Flange Table-11 From RD 0 to 180

MSERW Pipe 350 mm, L 290 x 42 Wall Thickness 4.80mm, Flange Table-5 From RD 180 to 2190

STAGE 1st ORRU MORH TO DEVIDEHRA-:MSERW Pipe 300 mm, L 290 or x 42 Wall Thickness 8.40 mm, Flange Table-34 From RD 0 to 450

MSERW Pipe 300 mm, L 290or x 42 Wall Thickness 6.40 mm, Flange Table-28 From RD 450 to 1250

MSERW Pipe 300 mm, L 290 or x 42 Wall Thickness 5.60 mm, Flange Table-28From RD 1250 to 2250

MSERW Pipe 300 mm, L 290 or x 42 Wall Thickness 5.20 mm, Flange Table-28 From RD 2250 to 3150

MSERW Pipe 300 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table-23From RD 3150 to 4050

MSERW Pipe 300 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table 11 From RD 4050 to 4350

MSERW Pipe 300 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table 5 From RD 4350 to 4985

STAGE 2nd BATHRI TO TIKKA-:MSERW Pipe 200 mm, L 390 X 52 Wall Thickness 7.90 mm, Flange Table-38 From RD 0 to 540

MSERW Pipe 200 mm, L 360 X 52Wall Thickness 7.00mm, Flange Table-38 From RD 540 to 930

MSERW Pipe 200 mm, L 360 X 52Wall Thickness 6.80 mm, Flange Table-38From RD 930 to 1200

MSERW Pipe 200 mm, L 360 X 52Wall Thickness 6.80 mm, Flange Table-34 From RD 1200 to 1770

MSERW Pipe 200 mm, L 360 X 52Wall Thickness 5.60 mm, Flange Table-34From RD 1770 to 2040

MSERW Pipe 200 mm, L 360 X 52 Wall Thickness 4.80 mm, Flange Table-28 From RD2040 to 2340

MSERW Pipe 200 mm, L 360 X 52 Wall Thickness 4.80 mm, Flange Table-28 From RD 2340 to 2370

MSERW Pipe 200 mm, L 360 X 52 Wall Thickness 4.80 mm, Flange Table-23 From RD 2370 to3240

MSERW Pipe 200 mm, L 360 X 52 Wall Thickness 4.80 mm, Flange Table-17 From RD 3240 to 3540

MSERW Pipe 200 mm, L 360 X 52 Wall Thickness 4.80 mm, Flange Table-11 From RD3540 to 3570

MSERW Pipe 200 mm, L 360 X 52 Wall Thickness 4.80 mm, Flange Table-5 From RD3570 to4710

STAGE 2nd FROM DEVIDEHRA TO AHLA -:MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 11.10 mm, Flange Table-42 From RD 0 to600

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 11.10 mm, Flange Table-38From RD 600 to 1260

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 9.30 mm, Flange Table-38From RD 1260 to 1980

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 8.70 mm, Flange Table-38From RD 1980 to 2760

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 7.10 mm, Flange Table-34From RD 2760 to 3270

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 4.8 mm, Flange Table-28 From RD 3270 to 3810

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness4.80 mm, Flange Table-23 From RD3810 to 4560

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 4.80 mm, Flange Table-17 From RD 4560 to 4830

MSERW Pipe 250 mm, L 360 or x 52 Wall Thickness 4.80 mm, Flange Table-11F rom RD 4830 to 5085

STAGE 2nd from Devidehra to Ahla-: MSERW Pipe 200 mm, L 390or x 52 Wall Thickness 11.10 mm, Flange Table-42 From RD 0 to 600

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 11.10 mm, Flange Table- 38 From RD 600 to960

MSERW Pipe200 mm, L 360 or x 52 Wall Thickness 9.50 mm, Flange Table-38From RD 960 to 1560 & ( 1520 to 1630already newly Laid ) & 1630 to 1980

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 8.70 mm, Flange Table-38From RD1560 to 1980

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 7.90 mm, Flange Table-38From RD 1980 to 2760 & ( 3180 to3430 already Newely Laid )

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 6.40 mm, Flange Table-34 From RD 2760 to 3270

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 4.80 mm, Flange Table-28 From RD 3270 to 3810

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 4.80 mm, Flange Table-23 f rom RD 3810 to 4560 and (4570 to 4700 )

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 4.80 mm, Flange Table-17 From RD 4560 to 4830

MSERW Pipe 200 mm, L 360 or x 52 Wall Thickness 4.80 mm, Flange Table-11 From RD4830 to 5085

STAGE 1st FROM CHOWHRA TO DEVIDEHRA-:MSERW Pipe 200 mm, L290 X-52 Wall Thickness 7.90 mm, Flange Table-34 From RD 0 to 660

MSERW Pipe 200 mm, L 290 X-42 Wall Thickness 5.20 mm, Flange Table-34 From RD 660 to 1250

MSERW Pipe 200 mm, L 290 X-42 Wall Thickness 4.80 mm, Flange Table-28 From RD 1250 to 2750

MSERW Pipe 200 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table-23 From RD 2750 to 3350

MSERW Pipe 200 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table-17 From RD 3350 to 3950

MSERW Pipe 200 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table-11 From RD 3950 to 4260

MSERW Pipe 200 mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table-5 From RD 4260 to 4635

STAGE 3rd FROM AHLA TO BAKROTA-:GMS Pipe100 mm, IS: 1239 Wall Thicknesss 4.80 mm, Flange Table-17 From RD 0 to 300

GMS Pipe100 mm, IS: 1239 Wall Thicknesss 4.80 mm, Flange Table-11From RD300 to 450

GMS Pipe100 mm, IS: 1239 Wall Thicknesss 4.80 mm, Flange Table-5 From RD450 to 850

STAGE 3rd FROM AHLA TO LAKKARMANDI-:GMS Tube 50 mm,IS1239-2004 Wall Thickness 4.80 mm, Flange Table-34From RD 0 to 1000

GMS Tube 50 mm,IS1239-2004 Wall Thickness 4.80 mm, Flange Table 34From RD1000 to2000

GMS Tube 50 mm,IS1239-2004 Wall Thickness 4.80 mm, Flange Table-28From RD 2000 to 2430

GMS Tube 50 mm,IS1239-2004 Wall Thickness 4.80 mm, Flange Table-28From RD 2430 to 2970

GMS Tube 50 mm,IS1239-2004 Wall Thickness 4.80 mm, Flange Table-5 From RD 2970 to3250

Providing and fixing double flanged Cast steel sluice valve of following dia of Leader/Kirloskar make conforming to IS: 14845/2000 with up to date amendment as per Class ASA -150 to withstand in normal seat pressure of 21.00 Kg/cm2 including champion sheet gasket 3 mm thick, including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

BOOSTER STAGE 350mm Dia ASA 300 flange table 11

STAGE 1st ORRU MORH 300mm Dia ASA 600 flange table 34

STAGE 2nd DEVIDEHRA 250mm Dia ASA 900 flange table 42

STAGE 2nd BATHRI 200mm Dia ASA 600 flange table 38

STAGE 3rd BAKROTA 100mm Dia ASA 300 flange table 17

STAGE 3rd LAKKARMANDI 50mm Dia ASA 300 flange table 34

Providing and fixing double flanged cast steel reflux valve of following dia of Kirloskar/Leader make conforming to BS:1868 of various Class including campanion sheet gasket 3 mm thick with MS flanges of table-42,38,34,28,23,17,11 and 5 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 104.00/52.00/21.00 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.

Booster stage 350 mm dia ASA-300 Flange Table 11

1st stage Orru Morh 300 mm dia ASA-600 Flange Table 34

300 mm dia ASA-600 Flange Table 28

2nd stage Devidehra 250 mm dia ASA- 600Flange Table 42

250 mm dia ASA- 900Flange Table 38

250 mm dia ASA- 900Flange Table 34

2nd stage 200 mm dia Bathri to Tikka ASA-600 Flange Table 38

ASA-600 Flange Table 38

3rd stage Ahla to Bakrota 100 mm dia ASA-300 Flange Table 17

3rd stage 50 mm dia Ahla to Lakkarmandi ASA-300 Flange Table 34

Schedule-A4 Gravity main Distribution 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.

For Gravity Main

Distribution System

Providing ,laying, jointing, testing and commissioning in trenches DI pipe class K-7 (tyton push Joint) including providing and fixing tube fittings such as reducer increasers, ,tees,bends etc. where ever required ( earth work in trenches to be measured and paid for separately) and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts.( Refer to Technical specification volume-II and Data sheet No.8)

Providing, laying, jointing, testing and commissioning in trenches galvanised mild tube of following dia (Light/Medium grade) P/E ,B/E, including providing and fixing tube fitting such as reducer increases, socket, union, tees, bends etc. where ever required (earth work in treanches to be measured and paid saparately) and as per the direction of Engineer-in-charge including entire carriage of material upto loads and lifts .The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, 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 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.

50 mm(Light class)

65 mm (Light class)

80 mm (Light class)

100 mm (Light class)

125 mm (Medium class)

150mm (Medium class)

Providing CastIronflanged sluice valve( with hand wheel) (Kirloskar/Leader /KSB) for Scour system at required locations for following dia and class in DI Pipe comprising of Sluice Valve, Tee, Bends, tail Piece manufactured of Parent pipe , Flanges joint complete with rubber gasket, Nuts & blots, & Scour arrangement etc . The item will include laying and jointing of drainage pipe of required dia and class up to suitable points as per latest BIS Code complete in all repects of required size as per the direction of Engineer-in-Charge within all leads and lifts. ( Refer to Technical specification volume-II and Data sheet No.8)

80 mm Dia Flange Table -17 (PN 1.60)

125 mm Dia Flange Table -17 (PN 1.60)

150 mm Dia Flange Table -17 (PN 1.60)

200 mm Dia Flange Table -17 (PN 1.60)

250 mm Dia Flange Table -17 (PN 1.60)

Providing and fixing of flanged Single acting Air Valve Bir/Kirloskar/KSB / Leader make of following diameter body and plate made of fine grained cast steel small orifice fitted with rubber ball, large orifice with vulcanized butt ball, flanged inlet,tested to hydrulic test pressure of (160m) suitable for duty conditions confirming to relevant BIS codes latest upto date ammendments including MS Flanges with Table 23/17/5, nuts and bolts and gasket sheet complete in all respect as per direction of Engineer- in- charge for all rising mains.

25mm dia

15mm Dia

Schedule A5 -Remote Monitoring (Automation)

AUTOMATION OF ENTIRE SYSTEM : The tenderer/firm shall automate the scheme a/w Pumping machinery & other units 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. in all leads and lifts and to the entire satisfaction of Engineer-in-charge.All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work . Nothing extra shall be paid on this account. Scope of automation contain 4 No pump houses, 2 Nos MBR, WTP and Chlorination stystem with SCADA main sation of pump house stage-I ( Refer to Technical specification volume-II and Data sheet No.13)

Schedule A6 -Disinfection System

Supply, installation, Commissioning and testing of vaccum operated, pressure feed gaseous Chlorinator of Toshcon ,Capital ,PENWALT(USA) / ECOCHLOR (USA) / ENCHLOR (USA)/Jasco (USA) make for chlorination of water by direct feeding to conveyance main from MBR-1, MBR-2 and water chlorination directly in MBR-3 consisting of the following components in all leads and lifts as specified below.( Refer to Technical specification volume-II and Data sheet No.14)

Providing installation & commissioning of gaseouos type fully vaccum chlorination system having 0-1.0 kg per hour chlorine gas feeding capacity of Toshcon ,Capital , PENWALT(USA) / ECOCHLOR (USA) / ENCHLOR (USA)/Jasco (USA) make. The system shall have vacuum regulator with inbuilt Filter and Pressure Gauge, in-built Measuring Glass with dose rate adjuster, Vacuum ejector, ejector Non Return Valve, 4.0 m long PE tubing (As Vacuum and Vent tubing), 32 mm Spanner, Ammonia Solution etc. in all leads and lifts and to the entire satisfaction of Engineer-in-charge

Chlorine Gas Injector

Providing installation & commissioning single phase monoblock pump 1.5 to 3.0 HP of required discharge capacity with Motor of Kirloskar/Crompton Greaves make 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

Providing installation & commissioning of ISI marked PVC pipe & fittings, ball valves, Lead washers, O-Rings, 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.

Providing & Installation of gas filled chlorine gas cylinder of 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.

Providing and Supplying of Safety kit

Schedule A7-Miscellaneous

Construction of Inspection hut -: Survey ,structural designing to be approved by competent authority and c/o Inspection hut as per specification in the uploaded architectural drawing i/e all allied civil work excluding site development including 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 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 to Technical specification volume-II and Data sheet No 11)

Inspection vehice Innova crysta-:Providing and supplying of Inspection Vehicle Toyata Make Innova crysta diesel engine 2393cc with Power steering,power window, anti lock breaking system, Air conditinor, Passanger airbag with automatic climet change heaving capacity seven seater, and has power 148BHP @ 3400 rpm including all accessories complete in all respect.

Inspection Vehile Bollero-:Providing and supplying of Inspection Vehicle Mohindra Make Model bolero 4X4 diesel engine 1493cc with Power steering,power window, anti lock breaking system, Air conditinor, Passanger airbag with automatic climet change heaving capacity seven seater, and has power 76BHP @ 3600 rpm including all accessories complete in all respect.

Insstallation of water ATM-:Providing and fixing of water ATM with RO of capacity 250 litres per hour, storage capacity 500 litre capacity ,stainless steel frame with ACP sheet covering with dimension of front height 1.95M ,front width 1.05M and weight 250Kg with maximum power consuption of 1.34 unit electricity while fully installed with RO + ADU operation for one hour which will run on state electricity supply, consumer can purchase cold water from the integrated, purification and dispensing unit cash based transaction through coin drop interface. The product water storage capacity 250litre, Raw water storage capacity 2000 litre, fully automated operation complete including power connection , civil work i.e. site development, cutting, excavation, providing & laying cement concrete 1:1.5:3 ( 1cement: 1.5 sand :3 Course aggregate), Plain cement concrete 1:4:8, brick masonary in cement mortar 1:4, including canopy supporting on angle iron to cover ATM ,painting etc. complete in all respect.

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 to Technical specification volume-II and Data sheet No 12)

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. 12)

After completion of trial & test run, defect and liability period of six months after physical completion of all components -1st Year

2nd Year

3rd Year

4th Year

5th Year

HARJEET SINGH

M/s Bhoorathnom Construction Company Private Limited

DEVENDRA CONSTRUCTION COMPANY