Providing Water treatment plant to various WSS for improving the quality of water under Shahpur assembly in Tehsil Shahpur

Amount

Design, construction, testing and commissioning of 1.40 MLD water purification treatment plant in shape of rapid sand filters including cost of site development to adjust hydraulic levels as per contour plan and structural requirement cost of construction of civil works, hoisting and errection of steel works, Providing and installation of mechanical equipment/machinery, laying of interconnecting G.I./ MSERW pipe and scouring arrangement from all units with disposal of the same to appropriate place i.e. near by Nallah/Khad/Natrual drainage all types of valve and all other contingent works near village Charri Khas capable of taking input and giving output as laid down in chapter-V of CPHEEO manual under all climatic conditions specified therein. The treat,ment plant includes construction of inlet chamber, raw water tank , PST with tube setteler,clarifloculator flash Mixture, Parshal flume, Rapid sand filter beds and pipe gallery, clear water tank , lime solution tank, Alum solution tank and Dozers, inter connecting path, (1.20 metre wide)Chemical house chemicals handling and feeding arrangement, chlorination unit, backwash unit with pumping set and Air compressor including arrangement for disposal of waste from water treatment process, plant building compring office, P/F lightening arrangement LED Lights made in the boundary unit in the plant area, P/F electoral mechanical equipment, proper wall way for inspection/operation of various units and boundary walls with fencing panel. Providing and setup of laboratory equipment etc. sizes shll be based on manual of water supply and treatment published by CPHEEO, Ministry of Urban development, Govt of india new Delhi. The scope also includes gaseous chlorination vased disinfection system at main storage tank.The design of various units shall confirm to the relevant BIS codes. All the hydraulic structure shall be designed and constructed in RCC. The scope of work shall be as per common design parameters technical specification and special condition appended in the DNIT. This further includes combination of various treatment units based on flow diagram given in the above manual for consideration of alternative proposals based on existing plants working under similar conditions with necessary performance certifications. The firm should quote its rates for its offered proposal with cogent reason/justification for adopting the particular method of treatment of water and design of relevant units which should be based oin recommendations of latest relevant codes/manuals onwater supply and treatment published by CPHEEO, Ministry of Urban Development, Govt of india, New Delhi. All the structures shell be designed for uplift pressure en-countered at footing as per counter plan uploaded, suitable protection structure shell be designed and provided to avoid direct entry of HFL water with in treatment premises. on complition of civil, Mechanical and electrical work, the Contractor shell test and run the plant for 3 Months. (Refer data sheet No. 2 A & Data sheet No. 7).

Design, construction, testing and commissioning of 0.80MLD water purification treatment plant in shape of rapid sand filters including cost of site development to adjust hydraulic levels as per contour plan and structural requirement cost of construction of civil works, hoisting and errection of steel works, Providing and installation of mechanical equipment/machinery, laying of interconnecting G.I./ MSERW pipe and scouring arrangement from all units with disposal of the same to appropriate place i.e. near by Nallah/Khad/Natrual drainage all types of valve and all other contingent works near village Rehlu Khas capable of taking input and giving output as laid down in chapter-V of CPHEEO manual underl all climatic conditions specified therein. The treat,ment plant includes construction of inlet chamber, raw water tank , pre sedimentation tank tapered fisulator flash mixture, Parshal flume, secondary sedimentation tank Rapid sand filter beds and pipe gallery, clear water tank , lime solution tank, Alum solution tank mand Dozer, inter connecting path, (1.20 metre wide)Chemical house chemicals handling and feeding arrangement, chlorination unit, backwash unit with pumping set and Air compressor including arrangement for disposal of waste from water treatment process, plant building compring office, P/F lightening arrangement LED Lights made in the boundary unit in the plant area, P/F electoral mechanical equipment, proper wall way for inspection/operation of various units and boundary walls with fencing panel. Providing and setup of laboratory equipment etc. sizes shll be based on manual of water supply and treatment published by CPHEEO, Ministry of Urban development, Govt of india new Delhi. The scope also includes gaseous chlorination vased disinfection system at main storage tank. The design of various units shall confirm to the relevant BIS codes. All the hydraulic structure shall be designed and constructed in RCC. The scope of work shall be as per common design parameters technical specification and special condition appended in the DNIT. This further includes combination of various treatment units based on flow diagram given in the above manual for consideration of alternative proposals based on existing plants working under similar conditions with necessary performance certifications. The firm should quote its rates for its offered proposal with cogent reason/justification for adopting the particular method of treatment of water and design of relevant units which should be based oin recommendations of latest relevant codes/manuals onwater supply and treatment published by CPHEEO, Ministry of Urban Development, Govt of india, New Delhi. All the structures shell be designed for uplift pressure en-countered at footing as per counter plan uploaded, suitable protection structure shell be designed and provided to avoid direct entry of HFL water with in treatment premises. on complition of civil, Mechanical and electrical work, the Contractor shell test and run the plant for 3 Months. (Refer data sheet No. 2 B & Data Sheet No. 7)

Design, construction, testing and commissioning of 0.50MLD water purification treatment plant in shape of rapid sand filters including cost of site development to adjust hydraulic levels as per contour plan and structural requirement cost of construction of civil works, hoisting and errection of steel works, Providing and installation of mechanical equipment/machinery, laying of interconnecting G.I./ MSERW pipe and scouring arrangement from all units with disposal of the same to appropriate place i.e. near by Nallah/Khad/Natrual drainage all types of valve and all other contingent works near village Salol Khas capable of taking input and giving output as laid down in chapter-V of CPHEEO manual underl all climatic conditions specified therein. The treat,ment plant includes construction of inlet chamber, raw water tank , pre sedimentation tank tapered fisulator flash mixture, Parshal flume, Rapid sand filter beds , secondary sedimentation tank and pipe gallery, clear water tank , lime solution tank, Alum solution tank mand Dozer, inter connecting path, (1.20 metre wide)Chemical house chemicals handling and feeding arrangement, chlorination unit, backwash unit with pumping set and Air compressor including arrangement for disposal of waste from water treatment process, plant building compring office, P/F lightening arrangement LED Lights made in the boundary unit in the plant area, P/F electoral mechanical equipment, proper wall way for inspection/operation of various units and boundary walls with fencing panel. Providing and setup of laboratory equipment etc. sizes shll be based on manual of water supply and treatment published by CPHEEO, Ministry of Urban development, Govt of india new Delhi. The design of various units shall confirm to the relevant BIS codes. All the hydraulic structure shall be designed and constructed in RCC. The scope of work shall be as per common design parameters technical specification and special condition appended in the DNIT. This further includes combination of various treatment units based on flow diagram given in the above manual for consideration of alternative proposals based on existing plants working under similar conditions with necessary performance certifications. The firm should quote its rates for its offered proposal with cogent reason/justification for adopting the particular method of treatment of water and design of relevant units which should be based oin recommendations of latest relevant codes/manuals onwater supply and treatment published by CPHEEO, Ministry of Urban Development, Govt of india, New Delhi. All the structures shall be designed for uplift pressure en-countered at footing as per counter plan uploaded, suitable protection structure shall be designed and provided to avoid direct entry of HFL water with in treatment premises. on complition of civil, Mechanical and electrical work, the Contractor shell test and run the plant for 3 Months. (Refer data sheet No. 2 C & Data Sheet No. 7).

Design, construction , testing and commissioning of R.C.C trench weir in M 30 grade cement concrete across various Khads as per site condition of 25 meter length and height including depth above and below the natural bed level of khad to obtain required discharge as per proper design requirment including the cost of site development, excavation, cutting and dewatering etc in all kinds of soil. The structural design of trench weir shall strictly confirm to relevent of BIS code and specification. (Refer data sheet No. 1A, 1B and 1C)

Pump House- Survey , Designing, Constructing, Testing & Commissioning (to be approved by the comptent authority) of pump House at following Location including all allied Civil Works , external Electrical work wiring, Sanitary 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 MS rail along longitudinal wall of approved ISI make electrically operated alongwith all alied accessories and painting with asian apex ultima with priming coat and wall putty and fire fighting system complete including site development as directed engineer in charge. the contractor shall provide 3 sets of approved drawing with design and one soft copy to the department complete within all leads and lifts. (Refer data Sheet No. 3)

Pump house at Chari 1 Nos. 62.95 Sqm.

Pump house at Rehlu 1 Nos. 62.95 Sqm.

Pump house at Salol 1 Nos. 62.95 Sqm.

JE Office Cum Quarter- Survey , Designing, Constructing, Testing & Commissioning (to be approved by the comptent authority) of JE office Cum Quarter at Salol Location including all allied Civil Works , external Electrical work wiring, Sanitary 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,, freniture items reputed / JSV approved make and boundary wall and painting with asian apex ultima with priming coat and wall putty and fire fighting system complete including site development as directed engineer in charge. the contractor shall provide 3 sets of approved drawing with design and one soft copy to the department complete within all leads and lifts.

JE office Cum Quarter at Salol 1 Nos. 85.00 Sqm.

Providing and laying cement concrete 1:4:8 (1 cement: 4sand: 8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in foundation and plinth within all leads and lifts.

Providing and laying cement concrete work 1:2:4 (cement 2sand 4 graded stone aggregate 20mm thick nominal size)and curing complete excluding cost or form work and reinforcement for reinforced work in : foundation & footing basis of columns and the like & mass concrete with in all leads and lifts.

In walls any thickness but not less then 0.10 mtrs thickness)i/c attached pillaster buttresses plinth and string courses etc.from top of foundation upto floor two level complete within all leads and lifts.

Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish i/c centring, shuttering,strutting and propping etc. with wooden batten and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.height of propping and centring below supporting removal of the same for insitu work in:-Vertical surfaces such as walls(any thickness)bartitions and the like i/c attached,pillasters plinth and string courses and the like within all leads and lifts.

Providing mild/ tor steel reinforcement for RCC work I/c bending ,binding and placing in position complete upto floor two level.

Steel work welded in built up sections,trusses and framed work,including cutting ,hoisting ,fixing in position and applying a priming coat of red lead paint:- In grafting, framed, guards, bars, ladders, railing, brackets & similar work within all leads and lifts.

Demolition above G.L upto floor two level including stacking of servicable material and disposal of unservicable material within 20 meter leads and including cutting the necessary reinforcement and seperating from R.C.C work/R.B/ Stone Work as per entire satisfaciton of the Engineer - in - Charge.

Rubble Masonary in Cement Motor

Brick Work

Pumping Machinery Centrifugal :- Supply, Installation, Testing and commissioning of star rated energy efficient horizontal spindle , Horizontal / Radial split casing.end suctions (back pull out arrangement single double multistage cuntrifugal pump suitable "for operation, in parallel of recommended make such as Maker and platt/KSB/Kirloskar/Jyoti/Beaconweir BS&BE confirming toBIS-1520-1980 with upto date ammendments suaitable of lifting clear water for under mentioned characteristics with bronze with priming funels, casing ring and shift slvves 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 induciton motor/TEFC/CCA of standard make such as Krloskar/Bhel/Crompton/NGEF/GEC/Siemens/Jyoti/ the power of electirc 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 ammendments 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. (Refer data sheet No. 4)

Stage 1st ( From Pump House to MST) , Discharge of each working pump = 42.09 LPS, Total Head = 100.57 Mtrs, Numbers of Pumps CIW +IS

Pumping Machinery Centrifugal :- Supply, Installation, Testing and commissioning of star rated energy efficient horizontal spindle , Horizontal / Radial split casing.end suctions (back pull out arrangement single double multistage cuntrifugal pump suitable "for operation, in parallel of recommended make such as Maker and platt/KSB/Kirloskar/Jyoti/Beaconweir BS&BE confirming toBIS-1520-1980 with upto date ammendments suitable for lifting clearwater, for under mentioned characteristics with bronze priming funels, casing ring and shift slvves 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 induciton motor/TEFC/CCA of standard make such as Krloskar/Bhel/Crompton/NGEF/GEC/Siemens/Jyoti/ area . the power of electirc 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 ammendments 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. (Refer data Sheet No. 4)

Stage 1st ( From Pump House to MST) , Discharge of each working pump = 1.23 LPS, Total Head = 201.57 Mtrs, Numbers of Pumps (1 W +1 S)

Pumping Machinery Centrifugal :- Supply, Installation, Testing and commissioning of star rated energy efficient horizontal spindle , Horizontal / Radial split casing.end suctions (back pull out arrangement single double multistage cuntrifugal pump suitable "for operation, in parallel of recommended make such as Maker and platt/KSB/Kirloskar/Jyoti/Beaconweir BS&BE confirming toBIS-1520-1980 with upto date ammendments suitable for lifting clearwater, for under mentioned characteristics with bronze priming funels, casing ring and shift slvves 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 induciton motor/TEFC/CCA of standard make such as Krloskar/Bhel/Crompton/NGEF/GEC/Siemens/Jyoti/ area . the power of electirc 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 ammendments 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. (Refer data Sheet No. 4)

Stage 1st ( From Pump House to MST) , Discharge of each working pump = 2.63 LPS, Total Head = 103.06 Mtrs, Numbers of Pumps (1 W +1 S)

Excavation in foundation trenches etc. lift upto 1.50 mtrs. stacking the excavated soil lnot more than 3 mtrs. Clear from the edge of the excavation and then returning the stacked soil in 15 cm layers, when required into plinth sides of foundations etc. Consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth with in the lead of 20 mtrs. Pick work & jumper work 50% as per direction of Engineer-in-Charge with in all leads and lifts .

Laying jointing and testing of bevelled ended G.I. pipe (medium class )with circumfernital butt welded joints (94%) and GI flenged Joints by electric arc welding thickness shall be equal to pipe wall thickness ) and testing of G.I. pipe of following dia confirming to ISI 1239-1990 (with upto date ammendments) having wall thickness as specfied below capable of with standing required test pressure including manufacturing and fabrication of reducers/ tapers all short pipes required degree of bends etc . as per site requirement, made from parent tubes and earth work in trenches and the work of providing flanges i/c nats, bolts, gaskets will measured and paid separtely. The welding electrodes shall be as per IS: 814 of Advani oerlikon/L&T of ISI marked make . The rates also including entire carriage of material flushing cleaning and hydraulic testing of pipes D.P. test of butt welded joints complete in all respect and to the best satisfaction and direction of Engineer-in-Charge complete within all leads and lifts. (Refer data Sheet No. 6)

125 mm dia

100 mm dia

65 mm dia

40 mm dia

Providing, Laying , jointing & testing of MSERW pipe 250mm dia ( Zinc Coated) conforming to BIS /ISO 3183-2007 of steel grade L-290 with circumfrential butt welded joints by electrical arc welding with minimum two layers /passes of weld capable to with stand required test pressure (minimum welding thickness shall be equal to pipe wall thickness in a random length of 5.5 to 6.5 meters ( having pipe diameter, wall thickness weight & frange table as specified below ) including manufacturing and fabrication of reducers/tapers, all short pieces, bends of required degrees as per site requirements made from parent tubes. The laying of pipe shall also include intermediate flanged joints spaced at an interval of 3rd pipe length or where ever required as per direction of the Engineer- in- charge duly welded in three layers ( two at outer & one on inner face) and all operations such as cutting , welding, jointing, fabrication of bends, tees i.e. lowering & laying in excavated trenches to ensure required level i/c flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer-in-Charge ( Earth work in trenches and the cost of providing flanges i/c nuts & bolts & gasket will be measured and paid for seperately). The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe and the pipes shall be factory galvanized ( Zinc coating both inside and outside ) as per relevant IS standard and the damaged portion of the pipes and specials ( if damaged during laying, jointing & operation of pipe) made from the parent tube, shall be provided anti corrosive bituminious paint over a priming coat as per AWWA specification C-203 -1978 . the welding electrod shall be as per IS 814 of Advani Oerlikon / L&T or ISI marked make . The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing. DP test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer-in-Charge with in all leads and lifts. Note Negetive Tolerance of wall thickness should not be nore than +/-3%. (4.80 mm thick) Refer Data Sheet No. 5

Providing, fixing, MS flanges confirming to IS-6392-1971 (Latest with upto date ammendments) specified welding both sides of flanges according to relevant standered i/c nuts bolts and rubbur sheet washer confirming to IS 1367-1981 and carriage of material with in all leads and lifts.

250 mm dia (T-17)

250 mm dia (T-11)

250 mm dia (T-5)

125 mm dia (T-5)

125 mm dia (T-17

100 mm dia (T-5)

65mm dia (T-17)

40 mm dia (T-28)

40 mm dia (T-17)

Providing and fixing of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make C.I. double flanged swing check type reflux valve having bypass arrangement of class PN 1.6 confirming to BS 1868(API-600) (latest edition) to be provided on delivery side) of size one step higher than the delivery size of pump conforming to 5312 -1984 and shall be suitable for withstanding nominal seat pressure of 21__ kg/cm².

40 mm dia (T-28)

65 mm dia (T-17)

Providing and Fixing of Screwed type Cast Iron Air valve of 40mm dia (Single ball type) of leader make confirming to BIS 1452-90 with upto date ammendments as per class PN 10 to with stand the seat pressure 11.22 Kg/Cm Square in raising main or as of latest ammendments in all respect and to the eintire satisfaction of the engineer-in-charge complete within all leads and lifts.

SS RANA CONSTRUCTION PRIVATE LIMITED (BID ID -445905)

MS Kamal Dev Sharma (BID ID -446432)

H. C. Bansal Engg. & Contt. (BID ID -446490)