AMRUT Kozhikode Municipal Corporation- Construction of Sewerage Networks, Wet Wells, Pumping Stations and Pumping Mains for Kozhikode Sewerage Scheme Zone A-Package B

Amount

SEWER LINE-ZONE A-PACKAGE-B

od269228/2018_2019 Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. bituminous portion

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)

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 : 4 graded stone aggregate 20 mm nominal size)

4.1.8 Providing and laying in position cement concrete of 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 nominal size)

16.13.2 Cutting road and making good the same including supply of extra quantities of material i.e. aggregate, moorum screening, red bajri and labour required.Water bound macadam

od269242/2018_2019 :Supplying, Laying and Jointing of Class SN 8 DWC HDPE pipe of 200mm diameter (Pipe with Online/ Offline coupler and elastomer sealing ring,including fittings) with non- smooth external annular Corrugated and Smooth internal surfaces (Double wall) for non- pressure Under ground Sewerage & Drainage application Confirming to IS 16098-2013 including all local central taxes, transportation, frieght charges, Octroi, inspection charges, loading and unloading, conveyance to the departmental stores/site including the charges for the pressure testing.Based on KWA data 1000.10.7

od269243/2018_2019 :Supplying, Laying and Jointing of Class SN 8 DWC HDPE pipe of 250mm diameter (Pipe with Online/ Offline coupler and elastomer sealing ring,including fittings) with non- smooth external annular Corrugated and Smooth internal surfaces (Double wall) for non- pressure Under ground Sewerage & Drainage application Confirming to IS 16098-2013 including all local central taxes, transportation, frieght charges, Octroi, inspection charges, loading and unloading, conveyance to the departmental stores/site including the charges for the pressure testing. Based on KWA data 100.10.9

od269244/2018_2019 :Supplying, Laying and Jointing of Class SN 8 DWC HDPE pipe of 300mm diameter (Pipe with Online/ Offline coupler and elastomer sealing ring,including fittings) with non- smooth external annular Corrugated and Smooth internal surfaces (Double wall) for non- pressure Under ground Sewerage & Drainage application Confirming to IS 16098-2013 including all local central taxes, transportation, frieght charges, Octroi, inspection charges, loading and unloading, conveyance to the departmental stores/site including the charges for the pressure testing. Based on KWA data 100.10.11

od283934/2018_2019 Supplying, Laying and Jointing of Class SN 8 DWC HDPE pipe of 600mm diameter (Pipe with Online/ Offline coupler and elastomer sealing ring,including fittings) with non- smooth external annular Corrugated and Smooth internal surfaces (Double wall) for non- pressure Under ground Sewerage & Drainage application Confirming to IS 16098-2013 including all local central taxes, transportation, frieght charges, Octroi, inspection charges, loading and unloading, conveyance to the departmental stores/site including the charges for the pressure testing. Based on KWA data 100.10.16

od311428/2018_2019 Supplying, Laying and Jointing of Class SN 8 DWC HDPE pipe of 500mm diameter (Pipe with Online/ Offline coupler and elastomer sealing ring,including fittings) with non- smooth external annular Corrugated and Smooth internal surfaces (Double wall) for non- pressure Under ground Sewerage & Drainage application Confirming to IS 16098-2013 including all local central taxes, transportation, frieght charges, Octroi, inspection charges, loading and unloading, conveyance to the departmental stores/site including the charges for the pressure testing. Based on KWA data 100.10.15

od269240/2018_2019 Supplying, Laying and Jointing of Class SN 8 DWC HDPE pipe of 400mm diameter (Pipe with Online/ Offline coupler and elastomer sealing ring,including fittings) with non- smooth external annular Corrugated and Smooth internal surfaces (Double wall) for non- pressure Under ground Sewerage & Drainage application Confirming to IS 16098-2013 including all local central taxes, transportation, frieght charges, Octroi, inspection charges, loading and unloading, conveyance to the departmental stores/site including the charges for the pressure testing. Based on KWA data 100.10.13

od269252/2018_2019 :Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 3m in depth but not exceeding 4.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 : 3.0m to 4.50m. Ordinary Rock. Based on KWA data 100.1.7 (Ref. Item No. 2.15 of DSR)

od269247/2018_2019 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil (Ref. Item No. 2.10.1 of DSR) Based on KWA data 100.1.1

od269248/2018_2019 :Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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: 1.50m to 3.0m All kinds of soil -Based on KWA data 100.1.2 (Ref. Item No. 2.11 of DSR)

od269249/2018_2019 :Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 3m in depth but not exceeding 4.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 : 3.0m to 4.50m All kinds of soil.Based on KWA data 100.1.3 (Ref. Item No. 2.12 of DSR)

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.

2.16.2 Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m

2.16.3 Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 3 m but not exceeding 4.5 m

od269263/2018_2019 Supplying, filling, spreading & leveling fine sand of size range .8 mm to 1.5 mm in trenches, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge.

60.2.3 Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

od356342/2018_2019 100.8.1 Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. (Data Prepared based on PWD SDB - Item No.1009)

16.81 Providing and erecting 2.00 metre high temporary barricading at site as per drawing / direction of Engineer - in - Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer - in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to executed the job . The barricading shall not be removed without prior approval of Engineer-nin-Charge. (Note:- One time payment shall be made for providing barricading from star of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).

2.10.1.3 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm 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:Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm

od269272/2018_2019 od167000/2018_2019 :Providing and fixing uPVC pipes includings jointing of pipes with one step uPVC solvent cement, trenching,fittings, refilling & testing of Joints complete as per direction of engineer in charge.160 mm dia 6Kgf/cm2

od269271/2018_2019 Providing and fixing uPVC pipes includings jointing of pipes with one step Upvc solvent cement, trenching, testing,refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2

od356505/2018_2019 Removal of excess earth by lorry for minimum mechanical conveyance and less royalty of earth

19.21.1 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix( 1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.For pipes 100 to 250 mm diameter

od280539/2018_2019 Providing and fixing Ductile iron/Cast iron soil pipe for ventilating shaft 5.0 m high with specials and cowl and with suitable grips in M 20 Grade design mix concrete pillar using 10 mm to 20 mm graded hard granite of any other approved metal with 15 cms thick CC around upto 1.22 m above the GL and with a foundation base of 90 x 90 x 90 cms plastered with 12 mm thick CM (1:3) to all exposed faces and linking the shaft to the manhole by the means of 15 cms dia PVC pipes and specials jointing with tar dipped hemp (1:1.5 ) CM chaulking, curing with all lead and lift for all materials earthwork excavation and refilling in all strata and disposal of surplus earth as directed etc., complete (In Open areas)

od280540/2018_2019 Constructing 450 mm x 450 mm RCC inspection chamber upto 900mm and fitted with 455x610mm rectangular C.I cover,weight of the cover to be not less than 23kg

MANHOLES

2.6.1 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.All kinds of soil

2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

4.1.8 Providing and laying in position cement concrete of 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 nominal size)

Supply and installtion of Pre-fabricated RCC manholes M30, Fe415/500 900 mm diameter, 1.00 to 1.50m depth as per design complete

Supply and installtion of Pre-fabricated RCC manholes M30, Fe415/500 900 mm diameter, 1.50 to 2.0 m depth as per design complete

Supply and installtion of Pre-fabricated RCC manholes M30, Fe415/500 900 mm diameter, 2.0 to 2.5 m depth as per design complete

Supply and installtion of Pre-fabricated RCC manholes M30, Fe415/500 900 mm diameter, 2.5 to 3.0 m depth as per design complete

Supply and installtion of Pre-fabricated RCC manholes M30, Fe415/500 900 mm diameter, 3.0 to 3.5 m depth as per design complete

Supply and installtion of Pre-fabricated RCC manholes M30, Fe415/500 900 mm diameter, 3.5m to 4.0 m depth as per design complete

Supply and installtion of Pre-fabricated RCC manholes M30, Fe415/500 900 mm diameter, 4.0 m to 4.5m depth as per design complete

Supply and installtion of Pre-fabricated RCC manholes M30, Fe415/500 1200 mm diameter, 1.50 to 2.0 m depth as per design complete

Supply and installtion of Pre-fabricated RCC manholes M30, Fe415/500 1200 mm diameter, 2.0 to 2.5 m depth as per design complete

Supply and installtion of Pre-fabricated RCC manholes M30, Fe415/500 1200 mm diameter, 2.5 to 3.0 m depth as per design complete

Supply and installtion of Pre-fabricated RCC manholes M30, Fe415/500 1200 mm diameter, 3.0 to 3.5 m depth as per design complete

WET WELL at STP Site-4.8m dia-ZONE A-PACKAGE-B

2.6.1 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.All kinds of soil

2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

4.1.8 Providing and laying in position cement concrete of 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 nominal size)

od364965/2018_2019 Providing and laying in position ready mixed M-30 grade concrete for reinforced cement concrete work, using Sulphate Resistant Cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the Engineer - in -charge. Note:- Cement content considered in this item is @340 kg/cum. Excess /less cement used as per design mix is payable/recoverable separately. All wiork upto plinth level

5.37.1 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the Engineer - in -charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as per design mix is payable/recoverable separately.All wiork upto plinth level

od266629/2018_2019 Epoxy Coated Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth 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

4.12 Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification .

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

22.23.1 Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010 i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per specification and the direction of the engineerin-charge. The product performance shall carry guarantee for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm

22.23.2 Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010 i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per specification and the direction of the engineerin-charge. The product performance shall carry guarantee for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.

od272848/2018_2019 9 mm cement plaster finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 fine sand)

od266683/2018_2019 Supplying and fixing C.I manhole cover with frame 450x600 mm diameter ( heavy duty) the weight of the cover to be not less than 108 kg

10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

WET WELL at PS

2.6.1 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.All kinds of soil

2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.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)

od364965/2018_2019 Providing and laying in position ready mixed M-30 grade concrete for reinforced cement concrete work, using Sulphate Resistant Cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the Engineer - in -charge. Note:- Cement content considered in this item is @340 kg/cum. Excess /less cement used as per design mix is payable/recoverable separately. All wiork upto plinth level

5.37.1 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the Engineer - in -charge. Note:- Cement content considered in this item is @330 kg/cum. Excess /less cement used as per design mix is payable/recoverable separately.All wiork upto plinth level

50.6.3.2 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete

5.3 Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).

od266629/2018_2019 Epoxy Coated Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth 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

4.12 Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification .

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

22.23.1 Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010 i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per specification and the direction of the engineerin-charge. The product performance shall carry guarantee for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm

22.23.2 Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010 i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per specification and the direction of the engineerin-charge. The product performance shall carry guarantee for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.

od272848/2018_2019 9 mm cement plaster finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 fine sand)

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

od266683/2018_2019 Supplying and fixing C.I manhole cover with frame 450x600 mm diameter ( heavy duty) the weight of the cover to be not less than 108 kg

10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

PUMPING MAIN FOR PUMPING STATIONS-ZONE A-PACKAGE-B

od364683/2018_2019 :Providing and laying DI K9 Pipe Conforming to IS 8329/2000, 150 mm dia Ductile iron Class K-9 pipes Based on KWA data 100.15.2

od311865/2018_2019 Supplying, Laying and Jointing of Class SN 8 Structured wall polyethelene piping systems of 75mm diameter (Pipe with Online/ Offline coupler and elastomer sealing ring,including fittings) with non- smooth external annular Corrugated and Smooth internal surfaces (Double wall) for nonpressure Under ground Sewerage & Drainage application Confirming to IS 16098-2013 including all local central taxes, transportation, frieght charges, Octroi, inspection charges, loading and unloading, conveyance to the departmental stores/site including the charges for the pressure testing. Basesd on KWA data 100.10.1

2.10.1.2 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm 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:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

od269228/2018_2019 Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. bituminous portion

od269263/2018_2019 Supplying, filling, spreading & leveling fine sand of size range .8 mm to 1.5 mm in trenches, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge.

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

18.31.1.2 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):100 mm diameterClass II

18.34.1 Constructing masonry chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.

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

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

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

MECHANICAL WORKS for PUMPING STATION 5, PACKAGE PUMPING STATION 6 with back-up generators, including supply and installation of all items & quantities of Mechanical Works as detailed in the bid document complete & approved by the employer

PUMPING STATION 5 AND WETWELL-ELECTRICAL WORKS including supply and installation of all items & quantities of Electrical Works as detailed in the bid document complete approved by the employer

Laying pipes using Trenchless Technlogy

Installation of various diameter DWC pipes usingTrenchless technology for depths greater than 3.5m, 250 mm dia

Installation of various diameter DWC pipes usingTrenchless technology for depths greater than 3.5m, 300mm dia

Installation of various diameter DWC pipes usingTrenchless technology for depths greater than 3.5m, 600 mm dia

CREATIVE ENTREPRENEURS LLP

Bidder Name

CREATIVE ENTREPRENEURS LLP

Nasit Infrastructure