AMRUT 2.0 - CWSS TO CHERTHALA MUNICIPALITY.-Providing Household retrofittable/extentable water connections. Phase 1 and 2- Pipeline Work

Amount

1-Appendix A- Providing connections from Existing schemes by retrofitting of existing scheme for last mile connectivity to provide FHTC

100.60.13.1.2:Providing 15mm (1/2 inch) house connection with 15mm water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5m using 20mm ( 1/2 inch ) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression / GM / Brass specials viz. brass ferrule, brass hexagonal nipple, GM full way wheel valve, bend, 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.

100.60.13.4.2:Providing 15mm (1/2 inch) house connection with 15mm water meter from existing AC / GI mains up to 125 mm dia., up to a length of 5m using 20mm ( 1/2 inch ) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression / GM / Brass specials viz. brass ferrule, brass hexagonal nipple, GM full way wheel valve, bend, MTA, FTA, couplers, GI / MS 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.

100.60.14.1.2:Providing 15mm (1/2 inch) house connection with 15mm water meter from existing PVC / HDPE mains from 140mm to 200mm dia., up to a length of 5 m using 20mm ( 1/2 inch ) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression / GM / Brass specials viz. brass ferrule, brass hexagonal nipple, GM full way wheel valve, bend, 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.

OD42473/2022-2023:Providing 15mm (1/2 inch) house connection with 15mm water meter from existing PVC / HDPE mains from 250mm dia. to above up to a length of 5 m using 20mm ( 1/2 inch ) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression / GM / Brass specials viz. brass ferrule, brass hexagonal nipple, GM full way wheel valve, bend, 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.

100.60.15.1.1:Providing additional length of house connection pipe using 20 mm (1/2 inch) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PN16 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.

100.60.12.3.1:Providing 15mm PVC Tap in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers.

Appendx-B - Road restoration on PWD 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

4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix 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.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.

5.3.2.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)

5.6.2.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 D- Pipe line extension.

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.

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.

100.9.10: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): 140 mm nominal outside diameter pipes.

OD43238/2022-2023:Interconnecting the newly laid 90 mm PVC pipe line to the existing 75 mm,cutting the existing 75 PVC line diametrically,the cut being diametrically perpendicular to the axis of the pipe and smoothening the cut ends and inserting 75mm pvc Tee,90x75 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 specials supplied, labour charges, controlling valves, hire for tools etc. complete.

OD43231/2022-2023:Interconnecting the newly laid 90 mm PVC pipe line to the existing 90mm,cutting the existing 90 PVC line diametrically,the cut being diametrically perpendicular to the axis of the pipe and smoothening the cut ends and inserting 90mm pvc Tee supplied by the contractor and placing in position, jointing with solvent cement and testing to the required test pressure including cost of specials supplied, labour charges, controlling valves, hire for tools etc. complete.

OD43232/2022-2023:Interconnecting the newly laid 90 mm PVC pipe line to the existing 110mm,cutting the existing 110 PVC/100 mm AC line diametrically,the cut being diametrically perpendicular to the axis of the pipe and smoothening the cut ends and inserting 110x90mmPVC Reducing Tee supplied by the contractor and placing in position, jointing with solvent cement and testing to the required test pressure including cost of specials supplied, labour charges, controlling valves, hire for tools etc. complete.

OD43233/2022-2023:Interconnecting the newly laid 90 mm PVC pipe line to the existing 160mm pvc line by boring the existing 160 PVC pipe and inserting150x50 mm MS Saddle,63 mm pvc MTA,63 mm pvc pipe,63 mm pvc elbow and 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 specials supplied, labour charges, controlling valves, hire for tools etc. complete.

OD43235/2022-2023:Interconnecting the newly laid 90 mm PVC pipe line to the existing 200mm pvc line by boring the existing 200 PVC pipe and inserting200x50 mm MS Saddle,63 mm pvc MTA,63 mm pvc pipe,63 mm pvc elbow and 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 specials supplied, labour charges, controlling valves, hire for tools etc. complete.

OD43234/2022-2023:Interconnecting the newly laid 90 mm PVC pipe line to the existing 250mm pvc line by boring the existing 250 PVC pipe and inserting250x50 mm MS Saddle,63 mm pvc MTA,63 mm pvc pipe,63 mm pvc elbow and 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 specials supplied, labour charges, controlling valves, hire for tools etc. complete.

OD43236/2022-2023:Interconnecting the newly laid 90 mm PVC pipe line to the existing 315mm pvc/250 mm AC line by boring the existing AC/PVC pipe and inserting300x50 mm MS Saddle,63 mm pvc MTA,63 mm pvc pipe,63 mm pvc elbow and 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 specials supplied, labour charges, controlling valves, hire for tools etc. complete.

OD43237/2022-2023:Interconnecting the newly laid 90 mm PVC pipe line to the existing 500 mm HDPE line by boring the existing 500 mm hdpe pipe and inserting500x50 mm MS Saddle,63 mm pvc MTA,63 mm pvc pipe,63 mm pvc elbow and 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 specials supplied, labour charges, controlling valves, hire for tools etc. complete.

100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.

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

4.1.4: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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)

Cost of meterials

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

100.98.215:Supply of PVC Pipe, 6kg/cm2, 140mm Dia.

OD205392/2022-2023: Cost of specials (3 % of pipe cost)

PRAVEENKUMAR V

M D Ashokan

DINESH N.R

EM POULOSE

M V VISWANATHAN

Bidder Name

M V VISWANATHAN

ROY VARGHESE

EM POULOSE

PRAVEENKUMAR V

M D Ashokan

DINESH N.R