Providing Separate WSS to Nagar Panchayat Shahpur

Amount

Design, construction, testing and commissioning of 1.50 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, 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 and Construction of RCC over head storage reservior of different capacity with 12 mtrs staging height 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 ) ( Refer Data sheet No.2).

C / O OHSR of 50,000 ltrs capacity with 12 mtrs staging height at Node No. 3

C / O OHSR of 1,00,000 Ltrs capacity with 12 mtrs staging height at Node No. 4

C/O OHSR of 3,50,000 ltrs capacity with 12 mtrs staging height at Node No. 5

C/O OHSR of 70,000 ltrs capacity with 12 mtrs staging height at Node No. 6

Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts.

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 and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding the cost of centring and shuttering in Foundations and plinth. 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,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:-.

In Vertical walls

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 :-

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

Providing & fixing SFRC Man Hole cover with frame having frames size of 560 mm internal dia. Should not be less than 100 Kg within all leads and lifts.

Providing Laying jointing and testing of bevlled ended G.I pipe with circumfernital butt welded joints every two joints (94%) by electrical are (welding thickness shall be equal to pipe wall thicknes)and testing of G.I. pipe of following dia confirming to ISI 1239-1990 (part-III) having wall thickness 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 welding electrodes shall be as per IS: 814 of Advani oerlikon/L&T of ISI marked make the damaged portion of pipes. 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. (Earth work in trenches and the cost of providing welding flanges including nut and bolt, gasket will be measured and paid separately).

GI Pipes 125 mm dia

GI Pipes 125 mm dia

GI Pipes 125 mm dia

GI Pipes 50 mm dia

GI Pipes 80 mm dia

GI Pipes 80 mm dia

GI Pipes 65 mm dia

GI Pipes 50 mm dia

Providing, fixing, MS flanges confirming to IS-6392-1971 (Latest with upto date ammendments) of class /Table specified below, 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.

GI Pipes 125 mm dia (T-5)

GI Pipes 125 mm dia (T-17)

GI Pipes 125 mm dia (T-28)

GI Pipes 50 mm dia (T-5)

GI Pipes 80 mm dia (T-5)

GI Pipes 80 mm dia (T-5)

GI Pipes 65 mm dia (T-5)

GI Pipes 50 mm dia (T-5)

Providing, Laying, Jointing GMS tube (Light- Class) of following diameter including tube fitting complete including testing of joints, within all leads lifts as per the entire satisfaction of Engineer - in Charge.

Providing and fixing sluice valves of variouss dia as directed by Engineer in charge complete in all respect with in all respect with in all leads and lifts.

P/F peet valve of various diameter as per direction of Engineer - in - Charge complete in all leads and lifts.

Making connection of galvanised steel distribution branch with galvanised mild steel tube of various dia by providing and fixing tee i/c cutting and threading of pipe complete within all leads and lifts.

20mm to 40mm

50mm to 80mm

100mm to 150mm

Brick work using common burnt clay building bricks in foundation and plinth in C.M 1:4 (1cement: 4sand) as per the direction of Engineer-in-Charge with inall leads and lifts.

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 beams ,joints, channels angle cleats as in main and cross beams , lip and jack, rafters, pillers connected to common rafters and the like, angle iron gate etc. within all leads and lifts.

P/F 1.80 mtrs.long fencing(as per approved design) posts 6 mm bars nibs as per 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.

SS RANA CONSTRUCTION PRIVATE LIMITED

Adroit Associates Private Limited

National India Construction Co.

Unipro Techno Infrastructure Pvt Ltd