Jal Jeevan Mission (JJM)-JJM-2022-23- WSS to Irinjalakuda Municipality and Muriyad Velookkara Panchayaths in Thrissur

Amount

APP (A) - Supplying, Laying,Testing and commissioning Raw water pumping main from Intake Well to WTP - 600 mm dia DI pipe- 5000 m : Part I - Cost of materials

100.98.124:Supply of DI K9 Pipe Conforming to IS 8329/2000, 600mm Dia.

100.98.119:Supply of DI K9 Pipe Conforming to IS 8329/2000, 300mm Dia.

OD234069/2023-2024:Supplying 600 mm DI D/F pipe

100.98.468:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 600mm.

OD234070/2023-2024:Supplying 600 mm CI non return valve

100.98.463:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 300mm.

OD234071/2023-2024:100 mm Double Air Valve with control valve

OD234072/2023-2024:Supply of DI specials up to 600 mm dia

OD234073/2023-2024:Supply of Ductile Iron specials suitable for mechanical jointing as per I.S. 9523 up to 600 mm dia

OD234074/2023-2024: Supplying an Electro magnetic flow meter confirming to protection level IP-68 for flow senser and IP-67for transmitter and having an accuracy level of 0.5% with LED/LCD unit suitable to measure the discharge of the transmission main of 600 mm Dia DI K9 pipe . The flow meter should having the housing ( flow senser) to be made of SS 304/Carbon steel with anti corrosive protection and inside lining to be made up of Hard Rubber/ Neoprene are confirming to drinking water standard. The flow meter should be coupled with HART for data acquisition and transfer with provision for wireless transfer through GSM. The manufactures should have the calibration standards as per ISO 17025 and the product shall have sufficient warantee position. Flow meter should be tested and calibrated at FCRI, Palakkad and test certificate should be produced. Flow meter should be calibrated with physical measurement at site after installation. A battery back of min 24 hrs should be provided.For 600mm Flow meter

App (A) - Part II - Working charges

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.

100.1.13: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 Hard Rock where Blasting is Prohibited.

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.

OD234087/2023-2024:Dismantling manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer -in-Charge:<br>Bituminous road

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

100.7.1: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.

OD234088/2023-2024:Bailing out water from trenches using Man Mazdoor

OD234089/2023-2024:Labour for cutting D.I. pipe with steel saw.- 600 mm diameter D.I. pipe

OD234090/2023-2024:Labour for cutting D.I. pipe with steel saw.- 300 mm diameter D.I. pipe

100.14.10:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 600mm diameter Ductile Iron Class K-9 Pipes.

100.14.5:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 300mm diameter Ductile Iron Class K-9 Pipes.

100.15.10:Conveying and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS: 8329, excluding cost of pipe and specials: 600mm diameter Ductile Iron Double Flanged pipes.

OD234091/2023-2024:Laying in position S & S or flanged D.I. special such as tees, bends, collars, tapers and caps etc. ( excluding cost of specials).

18.70.10: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:600 mm dia pipes

18.70.5: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:300 mm dia pipe

18.30.12:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:600 mm diameter pipe

100.31.2.12: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): 600mm diameter, Class II.

100.31.1.7: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): 300mm diameter, Class I.

100.32.5:Conveying and fixing C. I. Double 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): 100mm Double Acting Air Valve.

15.10.2:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In cement mortar

7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

100.35.10:Testing 600mm DI/CI pipeline with potable water to the required test pressure. 600 mm dia Observed Data derived from item no.1029 of PHED DATA

15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved

OD234092/2023-2024:Providing and fixing 300 mm HDPE Pipe for protection of air valve after necessary earth work and refilling, cost for RCC for fixing the tube, cost for DI pipe etc. complete

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

4.1.5: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 20 mm nominal size)

5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

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)

5.9.1: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.

5.9.15:Centering and shuttering including strutting, etc. and removal of form for:Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like

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

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

OD234093/2023-2024: Supply and installation of surge water release valves of approved design and approved manufactures like 'Durga Valves or equivalent" at suitable locations as per the surge analysis to release water from pumping main to reduce surge pressure incase of failure of pressure release valves and zero velocity valves during sudden failure of power supply

OD234094/2023-2024:Supply and installation of 600 mm dia zero velocity valves with MS fabricated body of approved brand and design at required locations as per the surge analysis report including conveyance and fixing charge as per the site conditions and direction of Engineer in charge

OD234095/2023-2024: Supply and installation of spring loaded angle type pressure release valves 100 mm dia as per the direction approved by Engineer in charge

OD234096/2023-2024:Preparation of surge analysis of pumping main with the help of technical aspects submission of detailed report along with recommendation for provision and location of pressure release valves ,zero velocity valves and surge release valves etc along the pumping main for the approval of Engineer in charge

OD234097/2023-2024:Installation of flow meter in the existing water supply system including conveying, Laying, Jointing oof 5D,3D pipe fittings, Dismantling joint etc complete including cost of jointing materials.

100.37.21.1:In situ fabrication of M.S. pipes of size 600mm (I.D.) using 10mm 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.

100.37.1:Cutting M.S. sheet, pipe and specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete.

100.37.21.4:Welding 600mm (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 10mm thick M.S. plates.

100.37.21.5:Grinding cut and weld edges of 600mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 10mm thick M.S. plates.

100.37.21.2:Fabricating M.S. flanges of diameter 600mm using 16mm 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 10mm thick M.S. plates.

OD234333/2023-2024:Fabricating and supplying at site 600 mm x 45 Degree or nearest angle MS D/F Bend of length 1.0 m according to site condition, using 10 mm thick MS plate for body and 16 mm thick plates for flanges including cost and conveyance charges of MS plate,all fabrication charges including drilling suitable size holes, 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 : (Nut & Bolts, washers, IR packing etc. for jointing may be paid seperately)

OD234332/2023-2024:Fabricating and supplying at site MS mechanical joint with Flanged Tail piece suitable for jointing 600 mm DI K9 pipe made by 10 mm thick MS plate for body, 16 mm MS Plate for Flanges, 16x16 mm square bar bent and welded inside at both ends for seating arrangements of rubber gaskets, providing 10 number cleats at one end made from 10 mm thick MS sheet with cleat supports including all cost of materials, accessories like 20 mm rubber gasket and nut and bolts (24 x 85 mm) conveyance charges and fabrication charges such as cutting, welding,grinding, drilling, painting as per standards etc complete .

OD234339/2023-2024:Charges for jointing 600 mm Pipes with the suitable mechanical joint or any other type joint without causing any damages to the remaining portion of the line and specials after cleaning the ends, centering the pipe, testing the line to the required test pressure, including the charges of hire and conveyance of tools, plants and materials to the site, bailing out water, lighting, watching, ribbon fencing, caution boards, traffic diversion but excluding cost of mechanical joint and as per the direction of departmental officers etc. complete

OD234338/2023-2024: Laying 600mm MS Pipe of suitable thickness across the bridge and culvert portion including all hire charges of machinery,labour,fuel,erection of machinery,transporation and carrying out earth work excavation as required for pipe laying .

OD234341/2023-2024:Providing wrapping coat using coal tar on the outside of 620 mm OD MS pipe as per the direction from the departmental officers including cost and conveyance of materials and labour charges.

OD234337/2023-2024:Providing , laying spreading and compacting M sand , carriage of material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge.

App (B) - Part I- Supplying & Laying HDPE pipe for Puthan thode crossing

100.98.190:Supply of HDPE Pipe PE 100 (IS 4984/1995), 12.5kg, 630mm Outer Dia.

OD234075/2023-2024: Supply of PE Specials for 630mm dia,PE Pipe (3% Cost of pipe)

100.98.468:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 600mm.

OD234076/2023-2024:DI specials up to 600 mm

OD234077/2023-2024:Clearing the banks of river and levelling the alignment by engaging man coolies

OD234078/2023-2024:Supplying at site Flanges suitable for 630 mm OD HDPE pipe

OD234079/2023-2024:Supplying at site HDPE stubend (Flange adaptor) suitable for 630 mm OD HDPE pipe

OD234080/2023-2024:Trenching the river bed (Puthanthodu) in liquid mud and ordinary soil for laying HDPE pipes upto maximum depth of 5.5M below water level using diving set and air compressor or using any other scientific method, stacking the excavated soil at convenient place and refilling the trenches after laying pipes including all labour and hire for diving etc, air compressor, country boat and all other appliances & equipments, maintaining the depth of trenches till laying pipes etc. is completed. - Data for 1 m3

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

OD234081/2023-2024:Casting R.C.C.sleeves as per design with C C 1:1.5:3 using 20mm broken stone and supplying suitable anti corrossive 'T' bolt and nuts including hire for form work cost and conveyance of all materials watering curing etc complete

100.10.17:Laying HDPE pipes (IS : 4984) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 630mm Nominal Outside Diameter Pipes.

OD234082/2023-2024:Fabricating and supplying at site 600 mm x 90 Degree or nearest angle MS D/F Bend of length 1.5 m, according to site conditions, using 10 mm thick MS plate for body and 16 mm thick plates for flanges including cost and conveyance charges of MS plate,all fabrication charges including drilling suitable size holes, 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 : (Nut & Bolts, washers, IR packing etc. for jointing may be paid seperately)<br>

OD234083/2023-2024:Fabricating and supplying at site 600 mm x 45 Degree or nearest angle MS D/F Bend of length 1.0 m according to site conditions, using 10 mm thick MS plate for body and 16 mm thick plates for flanges including cost and conveyance charges of MS plate,all fabrication charges including drilling suitable size holes, 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 : (Nut & Bolts, washers, IR packing etc. for jointing may be paid seperately)<br>

OD234084/2023-2024:Fabricating and supplying at site MS mechanical joint with Flanged Tail piece suitable for jointing 600 mm DI K9 pipe made by 10 mm thick MS plate for body, 16 mm MS Plate for Flanges, 16x16 mm square bar bent and welded inside at both ends for seating arrangements of rubber gaskets, providing 10 number cleats at one end made from 10 mm thick MS sheet with cleat supports including all cost of materials, accessories like 20 mm rubber gasket and nut and bolts (24 x 85 mm) conveyance charges and fabrication charges such as cutting, welding,grinding, drilling, painting as per standards etc complete .

OD234085/2023-2024:Charges for jointing 600 mm Pipes with the suitable mechanical joint or any other type joint without causing any damages to the remaining portion of the line and specials after cleaning the ends, centering the pipe, testing the line to the required test pressure, including the charges of hire and conveyance of tools, plants and materials to the site, bailing out water, lighting, watching, ribbon fencing, caution boards, traffic diversion but excluding cost of mechanical joint and as per the direction of departmental officers etc. complete

OD234086/2023-2024:Providing wrapping coat using coal tar sheet to the outside of 600mm MS pipes as per<br>the direction of deptl officers, including cost of coal tar sheet and labour charges for cleaning the pipe and wrapping<br>etc complete.

100.31.2.12: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): 600mm diameter, Class II.

APP (C) : Construction of Valve Chamber at Y Junction

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

4.1.5: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 20 mm nominal size)

5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

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)

5.9.1: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.

5.22.6: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

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

Municipality Road Restoration Charges for Chipping Carpet

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.

OD234098/2023-2024:2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete ( tack coat to be paid for separately): With Refinery Modified Bitumen CRMB 55 conforming to IRC:SP:53 - 1999

Bidder Name

JAYARAJ M V