Source Strengthening of various WSS/LWSS under Jal Shakti Sub Division Shahpur and Manai in Tehsil Shahpur Distt Kangra HP

Amount

Design, construction, testing and commissioning of 5.00 MLD (Phasse-1st)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, 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, valve and all other contingent works near village Bassa 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 , tube setteler,clarifloculator flash Mixing, , Parshal flume, Rapid sand filter beds and pipe gallery, clear water tank , wash lime solution tank, Alum solution tank mand Dozer, inter connecting path, (1.20 metre wide)Chamical 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(sodium vapour lamps 150 watt) 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 or any other low cost treatment methods 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.( Refer Data sheet No.1 (A).

Design, construction, testing and commissioning of 1.00 MLD(Phase-3rd) 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, 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, valve and all other contingent works near village Charri 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, taperod Floculators, flash Mixing, secondary settling tank, Parshal flume, Rapid sand filter beds and pipe gallery, clear water tank , wash lime solution tank, Alum solution tank mand Dozer, inter connecting path, (1.20 metre wide)Chamical 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(sodium vapour lamps 150 watt) 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 or any other low cost treatment methods 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.( Refer Data sheet No.1(B).

All structure shall be designed for up lift pressure and encounted at footing as per contour plan up loaded suitable protection structure shall be designed and provide to avoid direct entry of HFL water with treatment premises. 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 or any other low cost treatment methods 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 in recommendations of latest relevant codes/manuals on water supply and treatment published by CPHEEO, Ministry of Urban Development, Govt of india, New Delhi.

Design and Construction of R.C.C. under ground storage tanks of following capaciy at different node/locations of the town including site development , cost of excavation in all kind of soil . cost of construction material , necessary arrangement of inlet,outlet,overflow & scour pipe alongwith sluice valves , chamber box & other fixtures & fitting. ( The design and Drawing shall be got approved from competent authority before execution )

C/O Presettelling under ground tank 3,70,000 litres capacity at Node No.1 (Phase-1st).

C/O Main storage tank 8,10,000 litres at node No. 3 (Phase-2nd).

C/O Presettelling under ground tank 50,000 litres capacity at Node No.1 (Phase-3rd).

Excavation in foundation and trenches up to all depths and in all classification of earth work such as Pick work, Jumper work, chiselling or wedging out of soft and hard rock as blasting is prohibited, saturated soil including bailing or pumping out of water, in all lifts including levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly and after laying, jointing and testing of pipes (for pipes, Pipe duct, chambers, x-sings etc.), returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for 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 direction of the Engineer-in-charge.(Dewatering).

Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work soft /hard rock, chiesling soft /hard rock where blasting is prohibited, slushy, daldal and saturated soil I/c pumping or bailling out water with in all heights stacking the excavated soil with 15cm layer when required into plinth ,sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus earth as per direction of Engineer-in-Charge with in all leads and lifts .

Providing,Laying jointing and testing of GMS pipe various dia with circumfernital butt welded joints (94%) by electric arc welding thickness shall be equal to pipe wall thickes)and testing of G.I. pipe of following dia confirming to ISI 1239-1990 (part-III) having wall thickness as specfied below capable of with standing required test pressure including manufacturing and fabrication of reducers/tapers all short pieces etc. as per site requirement made from parent tubes the laying of pipe shall also providing MS flanged of required table including welding of flanges joints of pipe (6%) duly welded including nuts. separately). the welding electrodes shall be as per IS: 814 of Advani oerlikon/L&T of ISI marked make the damaged portion of pipes (if damages during laying and joints operation of pipe). 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.

40 mm dia Table-17

50 mm dia Table-17

65 mm dia Table-17

80 mm dia Table-17

100 mm dia Table-17

125 mm dia Table- 5

125mm dia Table-17

150 mm dia Table-17

Providing , laying, jointing and testing of MSERW pipe with circumfrential butt welded joints by electrical arc welding (welding thickness shall be equal to pipe wall thickness) of following diameter & wall thickness confirming to IS/ISO: 3183-2007 (latest upto date amendments) of steel grade L-290 and capable of withstanding required test pressure in a random length of 5.5 to 6.5 meters, including manufacturing reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe shall also include welding of flanged joints after every 100 m spacing duly welded in three layers (two inner one outer) and all operations such as cutting, welding, jointing, fabrication of bends, tees etc. and lowering & laying in excavated trenches to ensure required level complete in all respects to the best 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. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and other specials ( if damaged during laying jointing operation of pipe) made form the parent tube , shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T of 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: Negitive Tolerance of wall thickness should not be more than 3%.( For Detailed specification ) (Refer Data Sheet No.4).

200 mm dia Table-5 wall thickness 4.8mm.

200 mm dia Table-17wall thickness 4.00mm.

Distribution Works:- Providing,Laying, jointing & testing of bevelled ended GI pipe ( Medium class )with circumfrential butt welded joints wherever required by electrical arc welding ( welding thickness shall be equal to pipe wall thickness) and testing of GI pipe of Jindal /Surya Roshni / Tata/AST make of following dia meters conforming to IS 1239-1990 (Part-II), having wall thickness as specified below capable of withstanding required test pressure, including manufacturing and fabrication of reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe shall also include welding of flanged joints at every 100mtrs spacing duly welded in three layers (two inner one outer) and all operations such as cutting, welding, jointing, fabrication of bends, tees etc. and lowering & laying in excavated trenches to ensure required level complete in all respects to the best satisfaction of the Engineer-in-charge (Earth work in trenches and the cost of providing flanges i/c nut & bolts, gasket will be measured and paid for separately) . The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T of ISI marked make. The damaged portion of the pipes ( If damaged during laying & jointing operation of pipe) and all other specials made from the parent tube shall be provided with anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing of pipes, D.P. 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. (Refer Date Sheet No.4).

50 mm dia light class.

80 mm dia light class.

Providing and fixing of cast iron double flanged sluice valve/peet valve of KSB / Kirloskar / Kilburn/ IVC /Fourses / Gled/BHEL/Leader make class PN-1.0 of following diameter capable of with standing nominal seat pressure as per BIS Note: The sluice valve shall confirm to IS: 780-1984 latest with upto date ammendments.

200 mm dia.

50 mm dia.

80 mm dia.

Providing and laying cement concrete work 1:6:12(1 cement: 6sand: 12graded stone agg.40mm nominal size and curing complete excluding cost of form work in foundation and plinth within all leads and lifts.(Barbed wire fencing, Road Xing)

Providing and laying cement concrete.1:3:6(1 cement: 3sand: 6 graded stone agg.20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete worrk in: foundation and plinth within all leads and lifts.(Barbed wire fencing,Road Xing)

Providing and laying cement concrete 1:1.5:3 (1 cement :1.5: Sand : 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work. & rein forcement for reinforces concrete work in :-Foundationand plinth complete within all leads and lifts.

Suspended floors, roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level complete within all leads and lifts.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish including centring, shuttering , and propping etc. height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in-situ-reinforced concrete and plain concrete work in:-

In Vertical walls surface such as walls (any thickness)partitions and the like i/c attached pillasters, buttresses plinth and string courses and the like complete within all leads and lifts.

Flat surfaces,such as soffits of suspended floors,roofs,landings and the like floors etc.upto 200mm in thickness within all leads and lifts.

Providing Mild steel /Tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level (tor steel) as per the direction of Engineer-in-Charge with in all leads and lifts.(Road Xing ,Thrust /Anchor block along the road)

Steel work welded in builtup sections trusses and framed work, including cutting,hoisting, fixing in position and applying a priming coat of red lead paint in grating framed guards bars ladders railing brackets and similar work etc.within all leads and flifts..(Barbed wire fencing)

P/L C.C. 1:5:10(1 cement: 5sand: 10 graded stone agg.40mm nominal size)with 15% plum and curing complete excluding cost of form work In retaining walls/breast walls, the size of plum shall usually be 150mm to 300mm as per HP.PWD specifications.

Construction of steel bridge for pipe over nallah crossing complete within all lead and lifts.

Kashmirilal Constructions Pvt. Ltd.

HARJEET SINGH

Lahoty Buildcon Limited

Unipro Techno Infrastructure Pvt Ltd