DEPOSIT WORK 2022-23- ALAPPUZHA DISTRICT PANCHAYAT - RWSS TO PATHIYOOR - SUPPLY, ERECTION AND COMMISSIONING OF REVERSE OSMOSIS TREATMENT PLANT AT DIALYSIS CENTER IN PATHIYOOR PANCHAYAT.

Amount

APPENDIX A WORKING CHARGES

OD54347/2022-2023:Supply, erection and commissioning of skid mounted RO plant of output capacity 1500 LPH with all accessories such as raw water pump set( single phase C/F pump set having a discharge of 1500 LPH), multimedia filtering unit in FRP vessel with media of approve quality(gravels, pebbles, (course and fine sand), carbon filtering unit in FRP shell and contains media as per standards, micron filter ( for removing fine particles up to 0.50 micron) - 2 Nos, dosing system ( to dose anti silica chemical to protect scaling formation on RO membrane), high pressure pump set - single / three phase C/F pump set( vertical 2.00 - 3.00 cubic meter per hour - 3.00 HP), RO membrane ( to remove major parts of TDS) - 6 Nos, panel board consisting of fuse unit for receiving KSEB supply, main switches, complete starters, overload relay units, single phase preventers, ELCB/MCB, voltmeter, ammeter, pilot lamps, in coming supply control units, auto - manual switches etc and pipe line connections of RO unit including fitting flow meters,pressure gauges, valves / NRV's / pressure release valves and cost of common SS frame for pipe connections and instrumentations, all electric connection works and trail running the unit including cost and conveyance of all accessories, all labour charges and hire for tools etc complete including 5 years guarantee period as per the direction of engineer in charge

OD54966/2022-2023:Supplying 2000 Ltr capacity polyethylene water storage tank (ISI marked) with cover and suitable locking arrangement.

OD54967/2022-2023:Supplying 1000 Ltr capacity polyethylene water storage tank (ISI marked) with cover and suitable locking arrangement.

2.8.1: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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).

OD54975/2022-2023::Providing arrangements for inlet, outlet and overflow arrangements, providing drain facility by fitting valves and placing 1000 liter and 2000 liter PVC tanks in platform for storing raw water and clear water and providing one tap in 1000 liter PVC tank for taking water to public including cost and conveyance of valves and specials and all labour charges etc complete as per direction of engineer in charges

APPENDIX B - PART 1 - WORKING CHARGES FOR CSME

15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road

100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting 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 disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.

100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.

2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m

100.98.1008:Engaging Coolie.

100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes.

OD54999/2022-2023:Interconnecting the newly laid 90 mm PVC pipe line to the existing 63 mm PVC line by cutting the 63 mm PVC line diametrically,the cutt being diametrically perpendicular to the axis of the pipe and smoothening the cut ends and inserting the 63x63mm PVC Tee,90x63 mm PVC reducer supplied by the contractor and placing in position.jointing with solvent cement and testing to the required test pressure including cost of Tee supplied,labour charges and hire for tools etc. complete.

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

APPENDIX B PART II - COST OF MATERIALS FOR CSME

100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.

OD54997/2022-2023:Cost of 90mm PVC bend

OD54998/2022-2023:Cost of Adhesive solvent cement

OD55378/2022-2023:Cost of 90mm PVC end cap

APPENDIX C - PROVING RAW/CLEAR WATER FACILITY FOR RO PLANT

100.60.1.3.2:Providing 20mm (3/4 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5 m using 25mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.

100.60.3.2.1:Providing additional length of house connection pipe using 25mm Indian Standard Class 6 uPVC pipe and specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., including cost of materials, hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads etc., and as per the directions of the department officers

OD55004/2022-2023:Mandatory charges paid to KWA for taking non-domestic connection - Length of service line above 29.00 M

APPENDIX D - CONSTRUCTION OF SHELTER FOR R O PLANT

50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.

2.8.1: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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

12.1.3:Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/m2

4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

9.95.3:Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete:100x75x4 mm

9.97.3:Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:200x10 mm

50.9.15.1:Supplying and fixing 200 mm Aluminium aldrop

OD55018/2022-2023:Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface I recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required- Group B.

OD55020/2022-2023:Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required -150 mm X 75 mm X 60 mm deep

OD55021/2022-2023:Supplying fluorescent lamp set 36/40 W with all accessories

OD55022/2022-2023::Installation, testing and commissioning of pre-wired, fluorescent fitting I compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.

OD55023/2022-2023:Supplying and providing meter box for KSEB supply, providing necessary fuse units and isolators for single / three phase supply including earthling the panel board and documentation for KSEB connection but excluding mandatory charges remitted to KSEB etc. complete as per the direction of departmental officers

APPENDIX E POWER ALLOCATION CHARGES TO KSEB

OD55024/2022-2023:POWER ALLOCATION CHARGES TO KSEB

Aqua Purification Technology

OXIRA ENVIRONMENTAL SOLUTION PRIVATE LIMITED

HYDROXY WATER TECHNOLOGIES PVT. LTD.

Bidder Name

HYDROXY WATER TECHNOLOGIES PVT. LTD.

Aqua Purification Technology

C Jayaprasad

OXIRA ENVIRONMENTAL SOLUTION PRIVATE LIMITED