Improvement of various WSS under IPH Division Shahpur in Tehsil Shahpur Distt Kangra HP

Amount

Design, construction, testing and commissioning of 0.35 MLD water purification treatment plant in shape of rapid sand filters at village Tatwani 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 all steel works, installation of mechanical, electrical accessories equipment/machinery, laying of all 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,fitting and all other contingent works at village Jatehar in G.P. Janyankar capable of taking input and giving output as laid down in chapter-I of CPHEEO manual underl all climatic conditions specified therein. The treat,ment plant includes construction of RCC Mix M-30 of inlet chamber, Raw Water Tank , pre-sedimentation tank tappered floculator, flush Mixing, settling tank, Parshal flume, Rapid sand filter beds and pipe gallery, wash lime solution tank, Alum solution tank mand Dozer, kuhl inter connecting path, (1.20 metre wide)Chamical house chemicals handling and feeding arrangement, Auto geseous 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 walk way for inspection/operation of various units. Providing and setup of all laboratory equipment and sizes shall 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 M-30 design shall be carried out as per design shall be carried out as per design parametre included in the No.3.1

Design, construction, testing and commissioning of 0.55 MLD water purification treatment plant in shape of rapid sand filters at village Phera 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 all steel works, installation of mechanical, electrical accessories equipment/machinery, laying of all 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,fitting and all other contingent works at village Jatehar in G.P. Janyankar capable of taking input and giving output as laid down in chapter-I of CPHEEO manual underl all climatic conditions specified therein. The treat,ment plant includes construction of RCC Mix M-30 of inlet chamber, Raw Water Tank , pre-sedimentation tank tappered floculator, flush Mixing, settling tank, Parshal flume, Rapid sand filter beds and pipe gallery, wash lime solution tank, Alum solution tank mand Dozer, kuhl inter connecting path, (1.20 metre wide)Chamical house chemicals handling and feeding arrangement, Auto geseous 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 walk way for inspection/operation of various units. Providing and setup of all laboratory equipment and sizes shall 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 M-30 design shall be carried out as per design shall be carried out as per design parametre included in the No.3.1

Design, construction, testing and commissioning of 0.90 MLD water purification treatment plant in shape of rapid sand filters at village Tharu 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 all steel works, installation of mechanical, electrical accessories equipment/machinery, laying of all 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,fitting and all other contingent works at village Jatehar in G.P. Janyankar capable of taking input and giving output as laid down in chapter-I of CPHEEO manual underl all climatic conditions specified therein. The treat,ment plant includes construction of RCC Mix M-30 of inlet chamber, Raw Water Tank , pre-sedimentation tank tappered floculator, flush Mixing, settling tank, Parshal flume, Rapid sand filter beds and pipe gallery, wash lime solution tank, Alum solution tank mand Dozer, kuhl inter connecting path, (1.20 metre wide)Chamical house chemicals handling and feeding arrangement, Auto geseous 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 walk way for inspection/operation of various units. Providing and setup of all laboratory equipment and sizes shall 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 M-30 design shall be carried out as per design shall be carried out as per design parametre included in the No.3.1

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.

Construction of RCC framed structure pump house in M-25 concrete grade ( as per proper design and drawing ) complete with the accommodation for office room, attendent room, automation room, transformer room, toilet chowkidar quarter, panel boards etc i/e the provision of gantry girder of min 1.5 T capacity , 500 mm dia C.I. man hole cover and frame ( midium duty ), CGI sheet roofing, doors and windows chequered tile flooring all type of internal and external electrical wiring, water supply and sanitary fitting and other allied items. the clear height of gantry dirder shall be 4.20 mtrs. above floor level and head room, above ganty shall not be less than 1.00 mtrs. The thickness of prepainted sheet for roofing shall not be less than 0.60mm . the doors and shutters ( other than main opening which is with rolling shutters ) shall be of aluminium. the outer doors and window shall be in double shutters and aluminium grills for windows and internal wiring shall be in PVC conduit. The work shall, all work shall confirm to relevant IS code and to the enitre satisfaction of the Engineer-in - Charge.

Design and Construction of M 30 RCC storage tanks of different . capacity at different nodes , including cost of excavation, site development cost of construction material , necessary arrangement of inlet,outlet, over flow & scour pipe alongwith sluice valves , & other fixtures & fitting, and carriage of meterial within all leads and lifts. ( The design and Drawing shall be got approved from competent authority before execution ) complete in all respect to the entire satisfaction of the Engineer- in- charge.

Over head storage tanks 40,000 ltrs. capacity at node no. 3 with 10 mtrs staging height

Over head storage tanks30,000 ltrs. capacity at node no. 44 with 12 mtrs staging height

Over head storage tanks 20,000 ltrs. capacity at node no. 7 with 8.00 mtrs staging height

Over head storage tanks20,000 liter capacity at node no. 146 with 8.00 mtrs staging height

Over head storage tanks 10000 liter capacity at node no. 4 with 10 mtrs staging height

UGSR 35000 liter capacity at node no. 4.

UGSR 20000 liter capacity at node no. 5.

UGSR 20000 liter capacity at node no. 31.

UGSR 50000 liter capacity at node no. 2.

UGSR 50000 liter capacity at node no. 3.

UGSR 60000 liter capacity at node no. 4.

UGSR 20000 liter capacity at node no. 47.

UGSR 20000 liter capacity at node no. 2.

UGSR 20000 liter capacity at node no. 27.

UGSR 20000 liter capacity at node no. 55.

UGSR 65000 liter capacity at node no. 82.

UGSR 90000 liter capacity at node no. 83.

UGSR 55000 liter capacity at node no. 129.

UGSR 20000 liter capacity at node no. 85.

Excavation in foundation trenches etc. (in pipes and pits) 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 .

Laying, jointing and testing in trenches G.M.S.pipes (L-grade)of various diameters confirming to BIS-1239 (Latest with upto date ammendments)ISI marked complete in all respect(earth work to be measured and paid for separately) i/c P/F all types fittings like union,tees,bends, elbow etc . within in all leads and flifts.

25 mm dia

32 mm dia

40 mm dia

50 mm dia

Laying jointing and testing of bevelled ended G.I. pipe (medium class ) with circumferntial butt welded joints whenever required by electrical arc welding ( welding thincless shall be equal to pipe wall thinckes)and testing of G.I. pipe of following dia confirming to ISI 1239- 2004 with latest amendments having wall thinckess as specfic 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 include MS flanged joints at every 100 mtrs specing duly welded in three layers (two outer and one inner ) 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 (earth work in trenches and the cost of providing flanges i/c nut & bolt , gasket will be measured and paid for separately). The fabrication bends shall havbe 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 and all other special made from the parent tube shall be provided with anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat. The rates also includes D.P. test of butt welded joints and to the best satisfaction and direction of Engineer-in-Charge complete within all leads and lifts.

65 mm dia

80 mm dia

100 mm dia

Dismenteling of existing GI pipes of various diameter i/c tube fittings and staking properly at site of work( earth work & trenches to be measured and paid seperately) complete in all leads and lifts..

15 mm dia

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

Providing and fixing Gun Metal peet valve of various diameter of reputed make complete in all leads and lifts.

15 mm dia

20 mm dia.

25 mm dia.

32 mm dia.

40 mm dia.

50 mm dia.

65 mm dia.

Providing and fixing of double flanged swing type of Cast Iron sluice valve of Leader/ BHEL / GLED/ Kirloskar / Kilburn/ fources make of different dia as per 782-1084 class PN 1 complete with 1 no. pair of MS flange table- 5 with upto date ammendment complete in all respect as per the stisfactionof Engineer - in - Charge.with in all leads and lifts.

80 mm dia.

125 mm dia. (Scour pipe for infiltration gallary )

Relaying of old dismentlled GI pipe of following dia. in trenches i/c tube fittings & testing ( earth work & trenches to be measured and paid seperately) i/c P/F all types fittings like, union, tees, bends , albow etc. complete with in all leads and lifts.

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

Laying, jointing ,and testing of GI flanged pipe confirming to IS-6392-1971 (Latest with upto date ammendments) of class /Table -5 specified welding both sides of flanges according to relevant standereds i/c nuts bolts and rubbur sheet washer confirming to IS 1367-1981 and carriage of material with in all leads and lifts. (Scour Pipe in infilteration gallary )

125 mm dia (other than pipes )

Providing and laying cement concrete 1:6:12 (1 cement:6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centering and shuttering in foundation and plinth.

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,propping etc.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 in situ work in reinforced concrete & plain concrete work:-.foundation and plinth and the like within all leads and lifts.

Foundation and plinth and the like within all leads and lifts.

In Column , Pillers, post and struts. Within all leads and lifts.

Flat surfaces such as soffits of suspended floor,roofs landing and like. Within all leads and lifts.

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters,buttresses,plinth and string courses and the like within all leads and lifts.

Providing tor /mild steel reinforcement for RCC work i/c bending,binding and placing in position complete upto floor all level within all leads and lifts.

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 :-

Foundation , footing, bases of columns and the like & mass concrete within all leads and lifts.

Wall ( any thickness but not less than 0.10 mts. Thickness) attached pillasters, buttresses plinth & string courses etc. from top of found.level upto floor all level within all leads and lifts.

Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1 cement : 3 sand) within all leads and lifts.

Providing and layingr einforcement cement concrete 1:2:4 (1 cement:2 sand:4 graded stone aggregate 20mm nominal size) to give a smooth and even surface centring and shuttering etc. but excluding the cost of centring and shuttering work in:

In Column , Pillers, post and struts. Within all leads and lifts.

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

Providing and laying reinforcement cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) to give a smooth and even surface centring and shuttering etc. but excluding the cost of centring and shuttering work in Foundations and plinthwithin all leads and lifts.

P/F 1.80 mtrs.long fencing(as per approved design) posts 6 mm bars centre to centre and RCC struts with 6 horizontal lines and two diagonals of approved design within all leads and lilfts.

1.20 mtrs.heigh fencing(as per approved design)1.80 mtrs.RCC posts 2.5 mtrs.centre to centre and RCC struts with 6 horizontal lines and two diagonals of galvanised steel barbed wire IS-278-1962 type-I) weighing 9.38 kgs/100 mtrs.(minimum)strained and 6mm galvanised steel barbed wire/clips with G.I.binding wire(cost of RCC struts and straining bolts shall be paid for separately.

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 grating framed guards brass ladeers, railing, brackets and similar works etc. within all leads and lifts.

Providing & fixing MS steel Man Hole cover with frame and locking arrangement including pad lock having frames size of 560 mm internal dia.Weight Should not be less than 30 Kg within all leads and lifts.

Stone /Boulder filling behind the long wall facing towards upside the infiltration gallary complete within all leads and lifts..

Laying, jointing GI pipe for Making connection from distribution branch with galvanised mild steel tube of nominal bore by providing and fixing tee,farrul, union, tee i/c cutting and threading of pipe complete within all leads and lifts.

HARJEET SINGH