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| 1 | ETP Plant |
| 2 | Construction of effluent treatment plant capacity of 10 KLD with all treatment unit as mentioned below: - |
| 3 | 01 Nos. Bar screen MOC of SS cleaing manual with 12 mm spacing |
| 4 | 2 nos. (1W+1S) raw effluent transfer pumps Non colog impellar Cast iron make KSB/Kirlokar or equivlant capcity 2 HP |
| 5 | 2 nos. suction screen size Dia 8\\" x 2 mtr. MOC - PP+FRP (5mm+5mm), screen hol size 6 mm & screen support mild steel +eproxy painted for raw effluent transfer pumps |
| 6 | 2 nos. Remote type Electromagnetic flow meter with totalizer at inlet & outlet size DN25 MOC SS with PTFE lined make Unitech or equivlant |
| 7 | PH correction tank capacity 350 ltr.with agitation mechanism square type MOC MS+inside FPR lined & outer side epoxy painted thickness 10 mm (6 mm at MS + 4mm at FPR), Agitator motor C.G./BB/Eq. Gear box Premier/Eq. RPM - 90 shaft SS316 marine type agitator. |
| 8 | chemical coagulation tank capacity 350 ltr.with agitation mechanism square type MOC MS+inside FPR lined & outer side epoxy painted thickness 10 mm (6 mm at MS + 4mm at FPR), Agitator motor C.G./BB/Eq. Gear box Premier/Eq. RPM - 90 shaft SS316 marine type agitator. |
| 9 | Flocculation tank capacity 400 ltr.with agitation mechanism square type MOC MS+inside FPR lined & outer side epoxy painted thickness 10 mm (6 mm at MS + 4mm at FPR), Agitator motor C.G./BB/Eq. Gear box Premier/Eq. RPM - 20 shaft SS316 Angle shrinks type agitator. |
| 10 | 01 nos sedimentation tank capacity 3500 ltr. rectangular with conical bottom type MOC MS+inside FPR lined & outer side epoxy painted thickness 10 mm (6 mm at MS + 4mm at FPR), Media- tube peck type media Mc-PVC typre groove & tongue shape Hexagonal with media support screen MS+FRP lined |
| 11 | 01 nos PH correction dosing tank capacity 150 ltr.with dosing pumps 2 nos. (1W+1S) tank capacity 100 ltr. MOC PP+ FRP lined thickness 10 mm,Dosing pumps type metering, capacity 0 to 10 LPH make MROY/E.Dose |
| 12 | 01 nos Coagulant dosing tank capacity 150 ltr. with dosing pumps 2 nos. (1W+1S) tank capacity 100 ltr. MOC PP+ FRP lined thickness 10 mm,Dosing pumps type metering, capacity 0 to 10 LPH make MROY/E.Dose |
| 13 | 01 nos Flocculent dosing tank with dosing pumps 2 nos. (1W+1S) tank capacity 150 ltr. MOC PP+ FRP lined thickness 10 mm,Dosing pumps type metering, capacity 0 to 10 LPH make MROY/E.Dose |
| 14 | 01 Nos. Tertiary feed tank/Feeder feed tank capcity of 2000 ltr.type square MOC MS+inside FPR lined & outer side epoxy painted thickness 10 mm (6 mm at MS + 4mm at FPR) |
| 15 | Tertiary feed pumps/filter feed pumps 2 nos. (1W+1S) mono block pressure feed pumps MOC cast iron Make KSB/Kirloskar or equivlant 2 HP |
| 16 | 1 Nos. MGF/PSF filter with MOC FRP vessel 10 kg/cm2 pressure MPV- 01 nos media natural River pebble & sand media. |
| 17 | 01 Nos. ACF filter MOC - FRP Vessel 10 kg/cm2 pressure MPV 1 Nos. media- activated carbonmedia having lodine value-1000 PPM coconut based, Size 4/8 mm |
| 18 | Sludge Dewatering |
| 19 | Sludge dewatering unit |
| 20 | 1 nos sludge collection/filter press feed tank capacity 1000 ltr. Square type MOC MS+inside FPR lined & outer side epoxy painted thickness 10 mm (6 mm at MS + 4mm at FPR), |
| 21 | Tertiary feed pumps/filter feed pumps 2 nos. (1W+1S) screw/sludge type MOC SS/CI Make Roto/Kirloskar or equivlant |
| 22 | Filter press 01 Nos. size 18\\"x18\\" MOC- MS+Epoxy painted PP recessive filter press manual type, filter clothes- PP butterfly type make Enviro or equivlant |
| 23 | Sludge collection trolley 1 nos. with MOC MS+epoxy painted |
| 24 | Instrumentation work |
| 25 | 1 lot of instrumentation units i.e. Pressure gauges, level controllers, PH meters, Diaphragm etc. make Mico/H.Guru/Aster/Eutech or equivlant |
| 26 | PART \\"A\\" CIVIL WORKS |
| 27 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 4: 8 or leaner mix. |
| 28 | Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.: All kinds of soil Pipes cables, etc. exceeding 80mm dia but not exceeding 300mm dia. |
| 29 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 30 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 31 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 32 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 33 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 34 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix |
| 35 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. |
| 36 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix |
| 37 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 38 | Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 of IS 15658:2006 Category ‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 |
| 39 | Construction of Man hole, in all types of soil, inner size 1.5 x 1.2 M, with 450mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20mm thick inside plaster in CM 1:6, finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring making channels, 80 mm thick stone slab covering with 40 mm thick M-15 grade C.C. flooring, Ferro Cement cover with frame of 450mm dia, earthwork etc. complete including disposal of surplus earth within 50 mtr. lead as per design : |
| 40 | Depth up to 1.5 M |
| 41 | Add extra over item 3.20.1 for every additional 0.10m depth above 1.5 m depth . |
| 42 | Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. |
| 43 | -do- size 450 x 450mm depth upto 0.5 M Cement cover with frame |
| 44 | -do- size 600 x 450mm depth upto 0.5 M Cement cover with frame. |
| 45 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. |
| 46 | 110 mm dia |
| 47 | 160 mm dia |
| 48 | P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: |
| 49 | Bend 87.5, 110mm dia |
| 50 | Vent covel 110mm dia |
| 51 | Pipe clip, 110mm dia Please Enable Macros to View BoQ information |