Jal Jeevan Mission (JJM)-WSS - Kumarapathur

Amount

APPENDIX - I - (A) SUPPLY OF PIPES FOR CWPM AND DISTRIBUTION LINES

100.98.116:Supply of DI K9 Pipe Conforming to IS 8329/2000, 150mm Dia.

100.37.6.1:In situ fabrication of M.S. pipes of size 150mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete.

100.98.431:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.0, Size 150mm.

100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.

100.98.448:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 40mm

18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia

100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia.

OD88013/2024-2025:Cost of PVC specials - 90mm 8kg/cm2

APPENDIX - I - (B) WORKING CHARGES FOR CWPM AND DISTRIBUTION LINES

15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

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.

100.1.5: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 50 m, in Ordinary Rock.

100.2.7: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 Medium Rock where Blasting is Prohibited.

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.

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.

18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore

100.14.2:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 150mm diameter Ductile Iron Class K-9 Pipes.

18.70.2:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:150 mm dia pipes

18.83.4:Labour for cutting C.I. pipe with steel saw.150 mm diameter C.I. pipe

100.35.2: Testing 150mm DI/CI pipeline with potable water to the required test pressure 150 mm dia Observed Data derived from item no.1018 of PHED DATA

100.37.6.2:Fabricating M.S. flanges of diameter 150mm using 12mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates.

100.37.6.3:Cutting 150mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.

100.37.6.4:Welding 150mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.

100.37.6.5:Grinding cut and weld edges of 150mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.

OD85646/2024-2025:Inter connection of newly laid line with existing line of all classes and sizes of pipes including<br>earth<br>work,required pipe and specials etc.complete as per direction<br>

100.31.2.4:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 150mm diameter, Class II.

100.32.2:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 40mm Single Acting Air Valve.

APPENDIX-II - Chlorination arrangements - Supply of Chlorinator & Cylinder

OD85644/2024-2025:Supplying and Installing Gravity feed Gas Chlorinator with all safety measures and the following accessories (1)100 Kg Cylinder with connecting pipe between chlorine cylinder and primary filter 4 to 5 feet copper pipe both end connect with brass nut and nipple.(2)Primary filter need from chemically treated PVDF rod which resist 10kg/CM2 pressure.Inside rod MS pipe necessary glass wool shall be filled which will be helpful to arrest possible chlorine impurities with necessary moisture glass tube and PVC nut.(3)Diaphragm type pressure gauge shlla be with Teflon packing having range 0 to 14kg/cm2/0 to 200PSI.(4)Chlorine control valve /needle valve shall be made from brass and having ISI specification,(5)Gas bend pipe shall be of PVC chemically treated 20mm dia pipe to resist 10kg/cm2pressure from primary filter to secondary filter (6) Secondary filter shall be made of chemically treated PVC rod of 36mm dia which resi8st moisture by having in side glass wool and having glass non returnvalve,PVC moisture nut and moisture glass tube(7) Gas bend having glass non return valve(PVC NRV /Bend) to connect secondary filter and mixing chamber made from m 20mm Pipe (PVC)(8)Mixing chamber is made from 90mm Chemically treaed PVX pipe ,BoroSilicate glass tube of 75mm dia , glass orifice tube.,rubber O ring and rubber bush(9)PVC tee with diaphragm valve for inlet for water and drainage of chlorinated wastage from mixing chamber shall be fixed at bottom of mixing chamber(10)PVC water bend made from chemically treated PVC pipe of 20mm dia and connecting mixing chamber and solutionizer(11)PVC solutionizer made from PVC pipe of 63mm dia bottom - out let connection to join chlorine solution line (12) Panel board from phylum sheet- thickness 7 to 8 mm size of size 90x45cm .All these primary filter , secondary filter ,mixing chamber and solutionizer are mounted on the panel board,including oxygen face Mask, fire extinguisher, exhaust fan,alltest certificate and registration of thechlorine cylinder and filling of chlorine gas at TCC etc complete

APPENDIX -III :-Supply and Installation of 1.2 MLD Dual Media Pressure Filter and necessary components

OD85645/2024-2025:Supply and Installation of 1.2 MLD Dual Media Pressure Filter and necessary components

APPENDIX - V-BM AND BC ROADS

3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.

5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)

5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)

APPENDIX -VI(A) - SUPPLY AND ERECTION OF RW MOTOR PUMP SETS

OD85648/2024-2025:Supply, erection, testing and commissioning of 2 nos of 35 HP Vertical turbine motor pumpset having head of 67m and Discharge of 27 LPS for raw water pumping from Kunthipuzha Intake well to Exsisting Pressure Filter / CW GLSR Near panchayath Office - 35H.P

OD85649/2024-2025:Motor, supply, erection, testing and commissioning of KWA pre-Qualified reputed make vertical solid shaft, TEFC squirrel cage induction motor suitable for 35HP pump working 3 phase 50 Hz AC, supply, working voltage 415 V. The motor shall confirm to EEFI/IS 325 including providing suitable concrete foundation including cost of cement sand and metal etc. complete. Digital motor protection relay shall be included in starter as present IE rules. Non reversible ratchet coupling shall be used for coupling of pumps and motors - Say 30KW Horizontal TEFC squirrel cage 4pole induction motor

OD85650/2024-2025:Starter supply, erection, testing and commissioning of suitable rating star delta starters (Upto 40HP) with air break contactors suitable for the above motor with over voltage and under voltage protection, single phase preventer, overload relay with motor protection relay as per IE rules and code of practice etc. complete

APPENDIX -VI(C) - SUPPLY AND ERECTION OF CW MOTOR PUMP SETS @ KARAPADAM CW SUMP TO EXSISTING OHSR @ VELLAPADAM

OD85658/2024-2025:Supplying and erection of 10 HP centrifugal pump set having Head 22 m and Discharge 20 lps for Pumping Clear water from the open well to reservoir - ( 1Nos +1No) - 2Nos - One stand by best quality I S I mark KWA approved make, 960-3000 rpm, Pump Supply, erection, testing and commissioning of KWA pre-qualified reputed make submersible pump sets with Bronze/SS impeller, SS shaft and CI pump casing with suitable type base plate with coupling. Centrifugal horizontal end suction pump - Head 20 to 50m power up to 10HP.

OD85657/2024-2025:Motor, supply, erection, testing and commissioning of KWA pre-Qualified reputed make horizontal solid shaft, foot mounted TEFC squirrel cage induction motor suitable for 10 HP pump working 3 phase 50 Hz AC, supply, working voltage 415 V. The motor shall confirm to EEFI/IS 325 including providing suitable concrete foundation including cost of cement sand and metal etc. complete. Flexible coupling shall be used for coupling of pumps and motors - Say 7.5 KW Horizontal TEFC squirrel cage 4 pole induction motor

OD85656/2024-2025:Starter supply, erection, testing and commissioning of suitable rating star delta starters (Upto 10HP) suitable for the above motor with under voltage protection, single phase preventer, overload relay as per IE rules and code of practice etc. complete

APPENDIX -VII-Construction of Mini check dam in kurithichal

100.52.S.1:Sub Data for providing Earth filled cement bags including cutting of the Earth, filling, conveying and placing in position.

2.7.3:Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited)

OD87391/2024-2025:Drilling hole 25mm, 1.20m for providing dowel bars and conveyance of 25mm bar and locking inside the holes and fixing with cement slurry etc complete with cost of materials

100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.

5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level

5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

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

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

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.

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

APPENDIX -VII(B) - Construction of Mini Well, Concrete Platform for carrying Pipe and Anchor blocks in Kurithichal

100.52.S.1:Sub Data for providing Earth filled cement bags including cutting of the Earth, filling, conveying and placing in position.

2.7.1:Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock

2.7.3:Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited)

OD87393/2024-2025:Drilling hole 25mm, 1.20m for providing dowel bars and conveyance of 25mm bar and locking inside the holes and fixing with cement slurry etc complete with cost of materials

100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.

5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level

5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

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

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

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.

5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

ZUBAIR

Bidder Name

ZUBAIR

Horizia Construction(india)pvt ltd