JJM WSS TO CHAKKUPALLAM VANDANMEDU KARUNAPURAM AND VANDIPERIYAR PANCHAYATS IN IDUKKI DISTRICT Design and construction of 25 MLD water treatment plant Structural Design Work

Amount

Part 1-Construction of Aerator

2.9.3:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (blasting prohibited)

OD274944/2023-2024:DOWEL BARS - Supplying and Providing MS dowel bars of size 16 mm dia of 2.0m long (1m in rock and 1m in concrete) including drilling holes of 20mm dia and filling the gap with cement grout( 0.100kg/hole)etc

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)

5.33.1: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

5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

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

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

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

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)

22.23.1:Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing 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 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall 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 any leakage.For vertical surface two coats @0.70 kg per sqm

22.23.2:Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing 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 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall 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 any leakage.For horizontal surface one coat @1.10 kg per sqm.

13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work

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

Part II-Flash mixer

2.9.3:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (blasting prohibited)

OD274973/2023-2024:DOWEL BARS - Supplying and Providing MS dowel bars of size 16 mm dia of 2.0m long (1m in rock and 1m in concrete) including drilling holes of 20mm dia and filling the gap with cement grout( 0.100kg/hole)etc

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)

5.33.2: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

5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

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

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

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

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)

22.23.1:Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing 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 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall 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 any leakage.For vertical surface two coats @0.70 kg per sqm

22.23.2:Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing 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 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall 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 any leakage.For horizontal surface one coat @1.10 kg per sqm.

13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work

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

10.25.1:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete

100.36.1:Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete.

Part III-Flocculator and Plate-settler Clarifier

2.9.3:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (blasting prohibited)

OD274971/2023-2024:DOWEL BARS - Supplying and Providing MS dowel bars of size 16 mm dia of 2.0m long (1m in rock and 1m in concrete) including drilling holes of 20mm dia and filling the gap with cement grout( 0.100kg/hole)etc

4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

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

5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

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

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

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

13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

13.45.1:Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm

22.23.2:Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing 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 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall 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 any leakage.For horizontal surface one coat @1.10 kg per sqm.

22.24:Providing and applying integral crystalline (dry shake) of hydrophilic in nature for waterproofing treatment to the RCC structures like basement raft, foundation slab,sewage & water treatment plant slab, warehouses floor, parking structures and water tank base slab etc. sprinkled @0.60kg per sqm or higher as recommended by the manufacturer's specification over the lean concrete of above cited structures. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducingpermeability of concrete by more than 85%, compared control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline dry shake shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-incharge. The product performance shall carry guarantee for 10 years against any leakage.

11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.

10.26.1:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube

100.36.1:Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete.

OD275400/2023-2024:Providing and fixing SS 316 stainless steel lamella plates and support structures for water treatment

Part IV-Raw Water Channel  

2.9.3:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (blasting prohibited)

OD274956/2023-2024:DOWEL BARS - Supplying and Providing MS dowel bars of size 16 mm dia of 2.0m long (1m in rock and 1m in concrete) including drilling holes of 20mm dia and filling the gap with cement grout( 0.100kg/hole)etc

4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

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

5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

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

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

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)

22.23.1:Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing 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 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall 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 any leakage.For vertical surface two coats @0.70 kg per sqm

22.23.2:Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing 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 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall 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 any leakage.For horizontal surface one coat @1.10 kg per sqm.

13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

13.45.1:Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm

10.26.1:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube

Part V-Filter House,Construction of sump and pump house,panel room,back wash water tank,blower room,chemical house,chlorine room

2.9.3:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (blasting prohibited)

OD274960/2023-2024:DOWEL BARS - Supplying and Providing MS dowel bars of size 16 mm dia of 2.0m long (1m in rock and 1m in concrete) including drilling holes of 20mm dia and filling the gap with cement grout( 0.100kg/hole)etc

4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

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

5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

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

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)

5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide

5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges

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

11.3.1:Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate

50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.

22.23.1:Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing 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 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall 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 any leakage.For vertical surface two coats @0.70 kg per sqm

22.23.2:Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing 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 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall 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 any leakage.For horizontal surface one coat @1.10 kg per sqm.

21.1.1.3:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionPolyester powder coated aluminium ( minimum thickness of polyester powder coating 50 micron )

21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness

OD274961/2023-2024: Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Alumini um sheets (each0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.

21.17:Providing and fixing anodised aluminium grill ( anodised transparent or dyed to required shade according to IS : 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P brass/stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge.(Only weight of grill to be measured for payment ).

9.120.1:Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and sized of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of whicj 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5mm thick, 95 mm wide PVC sheet out of which75 mm shall be tapered in 45 degree on th inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mmx2) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded /sealed to the styles & rails with 7 mm (5 mm + 2 mm ) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer -in-charge, manufacture's specification & drawing.30 mm thick plain PVC door shutters

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

10.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover

11.41.3:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 800x 800 mm

11.38:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of Ist quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete.

11.36:Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

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

13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work

100.55.1:Supplying of 2 to 6 mm and 6 to 12 mm size fine pebble (pebbles shall be hard, clean, free from clay, dust and other impurities), stacking in standard heaps for measurement including cost, conveyance up to 5 km and labour charges for stacking, spreading, testing and as per the directions of the department officers etc. complete as per CPHEEO specifications.

OD274962/2023-2024:Supply of Anthracite as per design in quantity required as per design, properly graded and tested by supplier specifying the source of material and quality commensurate to the following specifications: SP gravity-1.45-1.55, Uniformity Coefficient-1.5, Bulk density-0.73-0.75 T/cum, Hardness- 3 MOH, Handgrove- 44-50, Carbon cont> 90%, Ash- 3-4%, Volatile- 5-7%, Solubility-1.5% in 10% HCl/ 10% NaOH for 24 Hrs certification including all cost, taxes, conveyance to site, loading and unloading etc. complete

OD274963/2023-2024:Supplying and stacking for measurement of silica sand having effective size 0.80 to 1.20 mm and uniformity coefficient 1.30 to 1.7 , specific gravity in the range of 1.45-1.55 and hard and clean, free from clay, dust and other impurities including cost of materaials, labour charges and conveyance of materials upto 5 km and as per the direction of the department officers etc. complete and as per CPHEEO specifications.

OD274964/2023-2024:Providing and fixing air line pipe system using 32mm uPVC pipes (15kg/cm2) as per design including cost of pipes ,specials,solvent cememt, conveyance up to 5 km and labour charges for laying, testing and as per directions of the department officers etc. complete and as per CPHEEO specification.

OD274965/2023-2024:Providing and fixing handrail of approved size by welding/reviting etc.to steel ladder railing,balcony railing,staircases railing and similar works,including fittings and fixing charges.ALUMINIUM TUBE

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

100.36.1:Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete.

OD274966/2023-2024:Supplying and fixing 80 mm CI vent cowl as per the direction of Dept.officers.The charges including all cost labour charges for fixing etc. complete

OD274967/2023-2024:Supplying and providing water level indicator to the tank using scale fabricated out of 2mm thick MS plate with in the frame work of suitable size MS square tube, 160mm PVC pipe for guiding the float, necessary pullies, suitable nylon thread for connecting float and level indicator, painting the entire structure, lettering etc complete including all charges for material and labour.

100.41.33:Supplying and fixing 500mm dia C.I. manhole cover with frame (medium duty) charges including all cost, labour charges etc., complete.

13.71:Lettering with black Japan pint of approved brand and manufacture

13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

Part VI-Construction of Wash Water Re cyclic Unit

2.9.3:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (blasting prohibited)

OD274947/2023-2024:DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout( 0.50kg/each) etc

4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

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

5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

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

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

22.23.1:Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing 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 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall 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 any leakage.For vertical surface two coats @0.70 kg per sqm

22.23.2:Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing 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 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall 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 any leakage.For horizontal surface one coat @1.10 kg per sqm.

13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)

13.51.2:Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces:Two coats

Part VII-Sludge valve chamber

2.9.3:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (blasting prohibited)

OD274943/2023-2024:DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout( 0.50kg/each) etc

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)

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

5.22.6: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

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

Part VIII-construction of retaining wall on sloppy areas

2.9.3:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (blasting prohibited)

OD274945/2023-2024:DOWEL BARS - Supplying and Providing MS dowel bars of size 16 mm dia of 2.0m long (1m in rock and 1m in concrete) including drilling holes of 20mm dia and filling the gap with cement grout( 0.100kg/hole)etc

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)

5.33.2: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

5.9.1: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.

100.98.18:Supply of Quarry Muck.

16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20

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

OD274946/2023-2024:Providing and fixing 50mm PVC WEEP HOLES for a length of 1metre at 1.00 m spacing for walls,as per direction of Engineer-in-Charge 50 mm dia 10 Kfg/cm including charges of labour- Internal work- Exposed on wall

Part IX-Clearing and Levelling the site,Road formation

2.9.3:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (blasting prohibited)

OD274974/2023-2024:DOWEL BARS - Supplying and Providing MS dowel bars of size 16 mm dia of 2.0m long (1m in rock and 1m in concrete) including drilling holes of 20mm dia and filling the gap with cement grout( 0.100kg/hole)etc

4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

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

5.9.1: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

16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20

OD274975/2023-2024:Providing and fixing 50mm PVC WEEP HOLES for a length of 1metre at 1.00 m spacing for walls,as per direction of Engineer-in-Charge 50 mm dia 10 Kfg/cm - Internal work- Exposed on wall

OD274976/2023-2024:Providing and laying 100 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

16.42:Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete

OD274977/2023-2024:Carriage of surplus excavated hard rock and debris of BT/CC surface to stack yard and stacking within a radius of 5 Km as directed by Departmental officers,hire charges for tools &plants and labour charges

OD274978/2023-2024:Providing land scaping and gardening including formation of yard , necessary earth work for forming to the required level using red earth, planting grass, garden trees, side protection works, watering etc as directed by the KWA officials

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

Part X - Water supply and Sanitary arrangements

50.18.7.2.1:Providing and fixing PVC pipes, fittings including fixing the pipe with claps at 1.00 metre spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 20 mm dia 12Kgf/cm2 - Internal work - Exposed on wall

50.18.7.4.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall

50.18.7.5.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 10 Kgf/cm2- Internal work- exposed on wall

50.18.8.2.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work,including cutting chased and making good the wall etc. 20 mm pipe 12 Kgf/cm2

50.18.8.1.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge Concealed work, including cutting chases and making good the wall etc. 15 mm pipe 10kgf/cm2

18.57.1:Providing and fixing PTMT, push cock of approved quality and colour.15 mm nominal bore, 98 mm long, weighing not less than 75 gms

50.17.1.1:Supplying and fixing Stainless steel soap dish including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.

50.17.1.5:Supplying and fixing CP Health Faucet superior quality ( Jagur or equvalent make ) including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.

17.7.11:Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:Stainless Steel AISI - 304 (18/8) Wash basin 530 x 345 mm with single 15mm C.P. brass pillar tap

17.11.2:Providing and fixing white vitreous china laboratory sink with C.I brackets, C.P. brass chain with rubber plug 40 mm C.P brass waste and 40 mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required:Size 600x450x200 mm

17.3.1:Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid

OD274948/2023-2024:Supply and fixing suitable Precast septic tank along with soak pit (R.C.C) including all cost materials and labour charges as per direction of Departmental officers

17.7.7:Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap

17.28.1.1:Providing and fixing P.V.C. waste pipe for sink or wash basin including PVC. waste fittings complete. Semi rigid pipe32 mm dia

17.28.1.2:Providing and fixing P.V.C. waste pipe for sink or wash basin including PVC. waste fittings complete. Semi rigid pipe40 mm dia

17.28.2.1:Flexible pipe32 mm dia

17.35.1.2:Providing and fixing soil, waste and vent pipes: 100 mm diaCentrifugally cast ( spun) iron socket & spigot (S & S ) pipe as per IS : 3989

17.60.1.1:Providing and fixing trap of self cleansing design with screwed down or hinged grating without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 100 mm outletSand cast iron S & S as per IS : 3989

18.33.1:Constructing masonry chamber 60x60x75 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

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

OD274949/2023-2024:Supplying, conveying ,fitting and fixing 15 mm chrome plated angle valve with branch connection of approved make (As per ASTM D 2467, Schedule 80). complete in all respect including cost of all necessary fittings as required,jointing materials in any position as per the direction of Departmental officers. No separate payment will be made for accessories, specials.

OD274950/2023-2024:Supplying, conveying ,fitting , and fixing of 15 mm Stainless Steel tap set with all accessories connecting Brass threaded reducer,Brass threaded tee ,Brass threaded elbow etc of approved make with all necessary accessories,including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials in any position for connecting the angle valve ,taps ,Shower, etc as per the direction of Departmental officers. ( No separate payment will be made for accessories, specials.

OD274951/2023-2024::Supplying, conveying ,fitting , and fixing of 200 mm Stainless Steel shower set with all accessories connecting Brass threaded reducer,Brass threaded tee ,Brass threaded elbow etc of approved make with all necessary accessories,including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials in any position for connecting the angle valve ,taps ,Shower, etc

OD274952/2023-2024:Supplying, conveying ,and fixing 40 mm G.M ball valve with polythene float for 40 mm connection (heavy quality) including cost of all necessary fittings as required,jointing materials in any position as per the direction of Departmental officers. No separate payment will be made for accessories, specials

OD274953/2023-2024:Supplying, conveying ,and fixing 32 mm G.M. ball valve with polythene float for 32 mm connection(heavy quality including cost of all necessary fittings as required,jointing materials in any position as per the direction of Departmental officers. No separate payment will be made for accessories, specials.

OD274954/2023-2024:Supplying, conveying ,and fixing of 25 mm G.M. ball valve with polythene float for 25 mm connection (heavy quality) including cost of all necessary fittings as required,jointing materials in any position as per the direction of Departmental officers. No separate payment will be made for accessories, specials

Part XI-Construction of compound wall

2.9.3:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (blasting prohibited)

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)

50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.

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

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

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)

13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work

10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

Part XII-Lightning conductor and related in WTP

OD274968/2023-2024:Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required

OD274969/2023-2024:Supply and installation of lightning protection arrangements with 50 mm dia globe having 5 pointed probes at top 1 m long stem of 25 mm dia copper tube rigidly fixed on RCC roof including supply of all materials including bolts and nuts ,installation etc.cutting,welding grouting,waterproofing the roof around the base complete etc as required

OD274970/2023-2024: Supply and installation of lightning protection arrangements with 20 mm x 3 mm Copper tape and all materials including bolts and nuts ,installation etc.cutting,welding grouting,waterproofing the roof around the base complete etc as required

Part XIII-Supply of lab equipments

OD274979/2023-2024:Supply of Spadns GR (complexometric indicator for zirconium, thorium and fluoride),

OD274980/2023-2024:Supply of Ammonium Acetate

OD274981/2023-2024:Supply of Hydrazine Sulphate

OD274982/2023-2024:Supply of Sodium fluoride

OD274983/2023-2024:Supply of Zirconium oxy chloride 99%, Cat # Z 10517 (HSN- 2827, Make - Nice)

OD274984/2023-2024:Supply of Silver sulphate 98.5%, Cat # S 12109 (HSN- 2843, Make - Nice)

OD274985/2023-2024:Supply of Potassium nitrate 99%, Cat # P 13129 (HSN- 2834, Make - Nice)

OD274986/2023-2024:Supply of Phenol (Carbolic Acid) 99%, Cat # P10429 (HSN- 2907, Make - Nice)

OD274987/2023-2024:Supply of Potassium hydroxide pellets 85%, Cat # P12529 (HSN- 2834, Make - Nice)

OD274988/2023-2024:Supply of Sulphuric acid, Cat # S15029 (HSN- 2807, Make - Nice)

OD274989/2023-2024:Supply of Sulphamic acid 99% Cat # S 16429 (HSN- 2811, Make - Nice)

OD274990/2023-2024:Supply of Aluminium hydroxide powder (Al2O3 content - 47%) Cat # A 11625 (HSN- 2818, Make - Nice)

OD274991/2023-2024:Supply of Glacial Acetic acid 100% for Analysis EM

OD274992/2023-2024:Supply of 1,10-Phenanthroline hydrate A.R-99.5% <br>(o-Phenanthroline hydrate) Cat # P 75305 (HSN- 2933, Make - Nice)

OD274993/2023-2024:Supply of Acetic acid glacial 99.5% Cat # A 10129, (HSN- 2915, Make - Nice)

OD274994/2023-2024:Supply of Acetone

OD274995/2023-2024:Supply of Filter paper No.41, 110mm dia (Pack of 100Nos.), Cat # 1441 110 (HSN-4823,Make?Whatman)

OD274996/2023-2024:Supply of Filter paper No.40, 110mm dia (Pack of 100Nos.), Cat # 1440 110 (HSN-4823,Make?Whatman

OD274997/2023-2024:Supply of MacConkey broth with neutral red, Cat # M007 (HSN-3821,Make-Himedia)

OD274998/2023-2024:Supply of Tissue paper 100gm roll (HSN-4818,Make?Hylex)

OD274999/2023-2024:Supply of Cotton absorbent/non absorbent 300/400gm roll (HSN-4818,Make-Ramaraju)

OD275000/2023-2024:Supply of pH Buffer tablets-pH-4 (10Nos. -1pkt)

OD275001/2023-2024:Supply of pH Buffer tablets-pH-7 (10Nos. -1pkt)

OD275002/2023-2024:Supply of pH Buffer tablets-pH-9 (10Nos. -1pkt)

OD275003/2023-2024:Supply of Refrigerator

OD275004/2023-2024:Supply of Floculator:- (Jar Testing Apparatus or MultiSpindle Stirrer):- Continous duty geared motor drive with built in speed control, S.S Stirring shafts with adjustable height S.S. propeller and tube lights for illumination available in various models. KFLO-2 1/20 0-100rpm 6nos. Multi Spindle (HSN-8421, Make-Kemi)

OD275005/2023-2024:Supply of Digital pH Meter with Electrode <br>Model # MK-VI - Make- Eutech

OD275006/2023-2024:Supply of Digital Nephelo/Turbidity Meter <br>Model # 132Make - Eutech

OD275007/2023-2024:Supply of Distillation units-All glass, double with borosilicate boiler, borosilicate condenser & quartz heater, horizontal type, Output Capacity: 1.5 Ltr, Electrical Requirements: 230-250 volts single phase 1.5x2kw quartz heater, Cooling water consumption: 100Ltr/Hr, Biological activity: Pyrogen free, pH: 6.9-7, Conductivity S/cm: <1x10- 6, Distillate temp: 65-750C, Total Power Consumed: 1.5x2=3KW Cat # 3362041, HSN-8419,Make-Borosil®

OD275008/2023-2024:Supply of Bunsen burner mansfield type with all brass springloaded lock type heavy stopcock, <br>Cat # 973,HSN-8481,Make-Dollar

OD275009/2023-2024:Supply of Bunsen burner mansfield type with all brass springloaded lock type heavy stopcock,<br>Cat # 973,HSN-8481,Make-Dollar.

OD275010/2023-2024:Supply of Rubber tube pressure 6x3mm ,HSN? 4009,Make- National

OD275011/2023-2024:Supply of Chloroscope ampule type 0.1-2.0PPM (12 Amps) ,HSN-9031,Make-Sumeet

OD275012/2023-2024:Supply of Stop watch digital (Make-9102)

OD275013/2023-2024:Supply of Physical balance (Common balance) in glass case, divided door,Bakelite pans, wooden base, capacity 250gm, sensibility 1mg, Model # P-I, (HSN-9016,Make-Keroy)

OD275014/2023-2024:Supply of Lamposolv LR, Cat # L20129, (For Spirit Lamp Only),(HSN-3822,Make-Nice)

OD275015/2023-2024:Supply of Physical balance (Common balance) in glass case, divided door,Bakelite pans, wooden base, capacity 250gm, sensibility 1mg, Model # P-I, (HSN-9016,Make-Keroy)

OD275016/2023-2024:Supply of Chemical Balance 0.2mg, Capacity: 200gm <br>Model # K-6 (HSN-9016,Make-Keroy)

OD275017/2023-2024:Supply of Analytical Weight Box Class A : Brass C.P.weights, in beautiful spray painted velvet <br>lined teak wood box, calibrated strictly within the error limit of tolerances permitted by N.P.L. India Class A, with certificate of actual Values:-Capacity:1 mg to 100 gm, Cat # 701 A (HSN-8423,Make-Dollar)

OD275018/2023-2024:Supply of Water testing kit (for the estimation of total <br>hardness), Cat # W 25550, (HSN?3822,Make-Nice)

OD275019/2023-2024:Supply of Water testing kit (for the estimation of calcium hardness), Cat # W 25525 (HSN-3822,Make Nice)

OD275020/2023-2024:Supply of Water testing kit (For the estimation of fluoride, chloride and residual chlorine), Cat # W25535 (HSN-3822,Make-Nice)

OD275021/2023-2024:Supply of Water Testing kit (Residual Chlorine) Cat #W 25540, (HSN-3822,Make-Nice)

OD275022/2023-2024:Supply of Water Testing Kit (For the estimation of total alkalinity and pH), Cat # W 25530 (HSN-3822, Make-Nice), 2x200 te

OD275023/2023-2024:Supply of Water testing kit (For the estimation of arsenic) Cat # W 25515, (HSN-3822,Make?Nice) - 25te

OD275024/2023-2024:Supply of Water testing kit - refill pack (Reagents only) (For the estimation of arsenic), Cat # W 25615. (HSN- 3822, Make- Nice)

OD275025/2023-2024:Supply of Water testing kit (For the estimation of phosphate & iron), Cat # W 25520(HSN?3822, Make- Nice) -2x200 t

OD275026/2023-2024:Supply of Water testing kit (for the estimation of Nitrate, Nitrite and ammonium in water) Cat # W 25560 (HSN- 3822, Make- Nice)

OD275027/2023-2024:Supply of Water testing kit (Microbiological testing), Cat # W25570(HSN- 3822, Make- Nice) -10 te

OD275028/2023-2024:Supply of Water testing kit (for the estimation of dissolved oxygen) Cat # W 25565 (HSN- 3822, Make?Nice) -25 te

OD275029/2023-2024:Supply of Digital Conductivity Meter with Cell Model # 304 (HSN- 9027, Make- Systronics)

OD275030/2023-2024:Supply of µControlled based UV/Vis.Spectrophotometer (HSN- 9027, Make- Systronics)

OD275031/2023-2024:Supply of Electronic balance, Accuracy: 0.01gm (10mg), Capacity: 300gm, Model # HJ26 (HSN- 8423, Make- Hercules)

OD275032/2023-2024:Supply of Electronic Balance Top Pan, External Calibration, Accuracy 1mg (0.001gm) Capacity 220gm Pan size 100x100mm Model BL220H (Make- Shimadzu)

OD275033/2023-2024:Supply of Bacteriological Incubator (Bottom Heated?Thermostatic (Inner chamber & trays Aluminium):- Double wall chambers inner made of Aluminium and outer of mild steel sheet duly powder coated with 21/2" thick glass wool insulation. Temperature is controlled by an imported thermostat to a maximum of 1100C with an accuracy of +/- 10C and working temperature of ambient +50C to 800C and without thermometer. Model # Size No. of Trays Heater Capacity KIA-1 300x300x300mm 2 250 W 28 Ltr (HSN?8419, Make- Kemi)

OD275034/2023-2024:Supply of Optional:- <br>a) Micro processor based digital temperature controller for the above (HSN- 8419, Make- Kemi)

OD275035/2023-2024:Supply of Bacteriological Incubator (Bottom Heated-Thermostatic (Inner chamber & trays Aluminium):- Double wall chambers inner made of Aluminium and outer of mild steel sheet duly powder coated with 21/2" thick glass wool insulation. Temperature is controlled by an imported thermostat to a maximum of 1100C with an accuracy of +/-10C and working temperature of ambient +50C to 800C and without thermometer.<br>Model # Size No. of Trays Heater Capacity<br>KIA-1 300x300x300mm 2 250 W 28 Ltr. (HSN-8419,Make-Kemi)<br>b) Air circulation fan for the above

OD275036/2023-2024:Supply of Nessler Cylinders-Colour comparison, flat bottom, graduated, as per I.S. 4161 Capacity: 100ml Approx. O.D. x Height: 34x180mm, <br>Cat # 2975016 (HSN- 7017, Make?Borosil®

OD275037/2023-2024:Supply of Nessler Cylinders-Colour comparison, flat bottom, graduated, as per I.S. 4161 Capacity: 50ml Approx. O.D. x Height: 25x150mm, <br>Cat # 2975016 (HSN- 7017, Make?Borosil® )

OD275038/2023-2024:Supply of Conical Flasks-Erlenmeyer, Graduated, N/M, <br>Capacity: 100ml, Approx. O.D. x Height: 64x105mm, Approx. Neck O.D.: 22mm, <br>Cat # 4980016 (HSN- 7017, Make?Borosil® )

OD275039/2023-2024:Supply of Volumetric Flask, with IC Solid Glass stopperAccuracy as per Class B, Capacity: 100ml, Tolerance: +/-0.20ml, Stopper size: 14/15, Cat # 5641016 (HSN- 7017, Make?Borosil® )

OD275040/2023-2024:Supply of Volumetric Flask, with IC Solid Glass stopperAccuracy as per Class B, Capacity: 250ml, Tolerance: +/-0.30ml, Stopper size:14/15, Cat # 5641021 (HSN- 7017, Make?Borosil® )

OD275041/2023-2024:Supply of Volumetric Flask, with IC Solid Glass stopperAccuracy as per Class B, Capacity: 500ml, Tolerance: +/-0.50ml, Stopper size: 19/20, Cat # 5641024 (HSN- 7017, Make?Borosil® )

OD275042/2023-2024:Supply of Pipettes, Serological Class B,Capacity : 10x0.1ml Tolerance +/-0.1,Cat # 7080P06 <br>(HSN- 7017, Make-Borosil® )

OD275043/2023-2024:Supply of Burettes-Boroflo, fitted with boroflo GP (General purpose), screw thread stopcocks with PTFE keys, accuracy as per Class B of I.S. 1997:2008,/EN ISO Capacity: 25ml, Graduation interval: 0.1ml, Tolerance: +/- 0.1ml Cat # 2122009 (HSN- 7017, Make?Borosil®

OD275044/2023-2024:Supply of Burettes-Straight bore stopcock, accuracy as per Class B of I.S. 1997:2008/EN ISO 385, Capacity: 25ml Graduation interval: 0.1ml, Tolerance: +/-0.1ml, Cat # 2124009. (HSN?7017, Make-Borosil® )

OD275045/2023-2024:Supply of Burettes-Boroflo, fitted with boroflo GP (General<br>purpose), screw thread stopcocks with PTFE keys, accuracy as per Class B of I.S. 1997:2008/EN ISO, Capacity: 50ml, Graduation interval: 0.1ml, Tolerance:+/-0.1ml <br>Cat # 2122012(HSN- 7017, Make-Borosil® )

OD275046/2023-2024:Supply of Burettes-Straight bore stopcock, accuracy as per Class B of I.S. 1997:2008/EN ISO 385, Capacity: 50ml Graduation interval: 0.1ml, Tolerance: +/-0.1ml, Cat # 2124012 (HSN?7017, Make-Borosil® )

OD275047/2023-2024:Supply of Burettes-Boroflo, fitted with boroflo GP (General purpose), screw thread stopcocks with PTFE keys, accuracy as per Class B of I.S. 1997:2008/EN ISO, Capacity: 100ml, Graduation interval: 0.2ml, Tolerance: +/- 0.2ml, Cat # 2122016 (HSN- 7017, Make?Borosil®

OD275048/2023-2024:Supply of Burettes-Straight bore stopcock, accuracy as per Class B of I.S. 1997:2008/EN ISO 385, Capacity: 100ml Graduation interval: 0.2ml, Tolerance: +/-0.2ml, Cat # 2124016 (HSN?7017, Make-Borosil®

OD275049/2023-2024:Supply of Retort stand 7x5" (HSN-9027)

OD275050/2023-2024:Supply of Fisher clamp single. (HSN-9027)

OD275051/2023-2024:Supply of Nestler cylinder stand PP 50ml, Cat # 76101 (HSN-3926,Make -Polylab)

OD275052/2023-2024:Supply of Nestler cylinder stand PP 100ml, Cat # 76102 (HSN-3926,Make -Polylab) (HSN?3926,Make -Polylab)

OD275053/2023-2024:Supply of Pipette stand horizontal for 12 pipettes,Cat # 79101(HSN-3926,Make -Polylab)

OD275054/2023-2024:Supply of Pipette barrel 38xØ6cm 15" S.SD,Model # 6601 (HSN-7326,Make -Equitron)

OD275055/2023-2024:Supply of Reagent Bottle, plain N/M, Graduated with IC flat head stopper, Capacity: 125ml, Approx. O.D. x Height: 56x120mm, Neck Stpper size stopper: 19/26 Cat # 1500017 (HSN?7017,Make -Borosil®)

OD275056/2023-2024:Supply of Reagent Bottle, amber, N/M Graduated with IC flat head stopper Capacity: 1000ml, Approx O.D. x Height: 101x230mm, Neck Stopper <br>size:29/32, Cat # 1509029 (HSN?7017,Make -Borosil®

OD275057/2023-2024:Supply of Reagent Bottle, plain N/M, Graduated with IC flat head stopper, Capacity: 500ml, Approx. O.D. x Height: 86x180mm, Neck Stpper size stopper: <br>24/29 Cat # 1500024(HSN?7017,Make -Borosil®

OD275058/2023-2024:Supply of Reagent Bottle, plain N/M, Graduated with IC flat head stopper, Capacity: 1000ml, Approx. O.D. x Height: 100x230mm, Neck Stpper size stopper: 29/32 Cat # 1500029 (HSN-7017,Make -Borosil®)

OD275059/2023-2024:Supply of Conical Flasks-Erlenmeyer, Graduated,N/M, Capacity: 1000ml, Approx. O.D. x Height: 131x220mm, Approx. Neck O.D.: 42mm, Cat # 4980029 (HSN-7017,Make -Borosil®)(HSN?7017,Make -Borosil®)

OD275060/2023-2024:Supply of Round Bottom Boiling flasks-short neck, with IC joint: 24/29 Capacity: 1000ml, Height: 210mm, Cat # 4380B29 (HSN-7017,Make -Borosil®)

OD275061/2023-2024:Supply of Round Bottom Boiling flasks-short neck, with IC joint: 24/29 Capacity: 500ml, Height: 170mm, Cat # 4380C24 (HSN-7017,Make -Borosil®)

OD275062/2023-2024:Supply of Desiccators-Vaccum, Stopcock with PTFE Spindle and porcelain plate, Approx. I.D. of Ground Flange: 200mm Cat # 3083043(HSN?7017,Make -Borosil®

OD275063/2023-2024:Supply of Desiccator vaccum PP/PC, 200mm, Cat # 55205 (HSN-3926,Make -Polylab)

OD275064/2023-2024:Supply of Liebig Condenser, drip tip, IC inner joint and IC outer joint, Approx.Length of Jacket: 300mm, Approx.overall Height: 450mm, IC inner joint: socket 24/29 IC joint: cone 24/29 ,Cat # 2400090 (HSN-7017,Make -Borosil®)

OD275065/2023-2024:Supply of Mac Cartney bottle (Culture bottle) W/M 30ml (HSN-7017,Make -Borosil®)

OD275066/2023-2024:Supply of Reagent bottle N/M 125ml, Cat # 33302 (HSN-3923,Make -Polylab)

OD275067/2023-2024:Supply of Reagent bottle W/M 125ml, Cat # 33307 (HSN-3923,Make -Polylab)

OD275068/2023-2024:Supply of Beaker PP 100ml, Cat # 11102(HSN?3926,Make -Polylab)

OD275069/2023-2024:Supply of Beaker PP 250ml, Cat # 11104 (HSN-3926,Make -Polylab

OD275070/2023-2024:Supply of Spatula S.S 6" (HSN-9027)

OD275071/2023-2024:Supply of Stirrer, Glass Rod Approx OD x Length 7x205mm Cat # 9850207 (HSN-7017,Make?Borosil®)

OD275072/2023-2024:Supply of Pipette bulb rubber small (HSN-4014,Make?National)

OD275073/2023-2024:Supply of Pipette bulb rubber medium (HSN-4014,Make-National)

OD275074/2023-2024:Supply of Pipette bulb rubber large (HSN-4014,Make-National)

OD275075/2023-2024:Supply of Pipette bulb rubber ex-large (HSN-4014,Make-National)

OD275076/2023-2024:Supply of Crucible porcelain with lid 30ml (HSN?6909,Make-National)

OD275077/2023-2024:Supply of Crucible silica without lid 25ml (HSN?7017,Make-Infusil

OD275078/2023-2024:Supply of China dish porcelain 4" (HSN-6909,Make?J.India)

OD275079/2023-2024:Supply of Watch glass superior 6"(HSN-7015,Make J.India)

OD275080/2023-2024:Supply of Watch glass superior 4" (HSN-7015)

OD275081/2023-2024:Supply of Measuring Cylinders-Graduated, single metric scale, with pour out, with hexagonal base,Class B Capacity: 1000ml, Graduation interval: 10.0ml, <br>Tolerance: +/-10.0ml,Cat # 3022029 (HSN-7017)

OD275082/2023-2024:Supply of Measuring Cylinders-Graduated, single metric scale, with pour out, with hexagonal base,Class B Capacity: 500ml, Graduation interval: 5.0ml, <br>Tolerance: +/-5.0ml,Cat # 3022024 (HSN-7017)

OD275083/2023-2024:Supply of Measuring Cylinders-Graduated, single metric scale, with pour out, with hexagonal base,Class B Capacity: 250ml, Graduation interval: 2.0ml, <br>Tolerance: +/-2.0ml,Cat # 3022021 (HSN-7017)

OD275084/2023-2024:Supply of Durham's tube 1"x6/7mm (HSN-7017

OD275085/2023-2024:Supply of Autoclave (Vertical):- Double wall construction with inner S.S. 304, all these sheets are argon welded & outer chamber made of high quality MS sheet duly powder coated. Electrically heated by means of ISI quality emersion heaters with working pressure 15 PSI. Hydraulically dye pressed Lid from S.S. plate with, easy pedal lifting device, having pressure gauge, two nos safety valve, quick release coupling & handle with heater cover stand. Water level arrangement cut off buzzer system and SS perforated basket supplied along with unit on free of cost.Inner S.S. & Outer M.S. (With energy regulator) Model # Size (Dia x Height) Heater Volume-KAUC-A1 250x450mm - 1.5 K.W. 22 Ltr. (HSN-8419,Make-Kemi )

OD275086/2023-2024:Supply of Digital Temperature Controller cum Indicator (Instead of energy regulator) for the above (HSN-8419,Make-Kemi )

OD275087/2023-2024:Supply of Digital Timer for the above(HSN-8419,Make?Kemi )

OD275088/2023-2024:Supply of Auto Pressure cut off system for the above (HSN-8419,Make-Kemi )

OD275089/2023-2024: Supply of Computer (i3 7th Gen Processor, MB,1TB HDD,20 INCH Monitor, Mouse, Keyboard, etc.) of approved make 3 year warranty

OD275090/2023-2024:Supply of UPS system of 1100VA approved make

OD275091/2023-2024:Provision for setting lab furnitures such as Steel Almarah with locker-3 No, Armed Chair -4 Nos,2 nos Office table with drawers on both ends, Ordinary Chairs(Thermoplastic)-6 Nos of approved makers , and coat of teak wood 1 No each .

Part XIV- Electro Mechanical Items

OD275093/2023-2024:Supply,erection,testing and commissioning of Electrical and Mechanical items required in WTP,also including complete lighting in WTP compound @ 25% of Item No 1 to 11 = (122178290.99/1.16)*0.25 = 26331528

Part XV-Backwash pipeline arrangements

100.37.13.1:In situ fabrication of M.S. pipes of size 500mm (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.

100.37.13.2:Fabricating M.S. flanges of diameter 500mm 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 8mm thick M.S. plates.

100.37.13.3:Cutting 500mm (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.

100.37.13.4:Welding 500mm (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.

100.37.13.5:Grinding cut and weld edges of 500mm (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.

OD275092/2023-2024:Conveying and laying 500 mm MS pipe

18.30.11:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:500 mm diameter pipe

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

5.22.6: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

Part XVI-Operational and Maintainence charges

OD275094/2023-2024:Supply and delivery of Hydrated lime as per specification at dosage(or as per condition)

OD275095/2023-2024:Supply and delivery of Alum (or as per condition) Actual rate = 20760/MT For avoiding CPOH16% = 20760*.84 =17438.4 /MT

OD275096/2023-2024:Operation and maintenance of WTP during guarantee period

Part XVII-Construction of Fire Hydrant

2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock

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

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)

6.3.1:Brick work with common burnt clay machine moulded perforated bricks of classdesignation 12.5 conforming to IS: 2222 in superstructure above plinth level up tofloor five level in cement mortar 1:6 (1 cement : 6 coarse sand):With F.P.S. ( non modular ) bricks

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

100.12.9:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 100mm diameter nominal bore.

OD274957/2023-2024:Supplying and fixing Pillar Hydrant Unit

OD274958/2023-2024:Supply and fitting good quality quality ISI mark (make NEWAGE/ WINCO) 100mm CI Hydrant valve with SS specials including full accessories.

100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.

100.31.1.9: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): 400mm diameter, Class I.

OD274959/2023-2024:Supply of 100 mm GI pipe ( Medium)

Part XVIII- Design,Fabrication,Supply, Erection and Commissioning of 5 Tonne capacity crane at WTP

10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

OD291020/2023-2024:Supply , delivery and fixing of 5 T or suitable capacity Electrically and manually working on single girder with overhead travelling trolley and clear lift as per site conditions for lifting the chemicals, Chlorine, pumps etc.. and fitting as required, supplied with one set of crane slings with GI D shackle and clamps etc. complete as per the instruction of the Engineer in charge.

OD276049/2023-2024:Erection and commissioning of HOT Over head crane including providing and fixing suitable size 45 X 45 Ms base plate 18 mm thick over the existing RCC pillers 8 NOs brackets by drilling ,fixing belt of suitable size and grouting with CM and welding LT girder ISHB 450 X 200 with MS plate and also fixing the ends of the LT girder to the size suitably and also providing LT rail with suitable end stoppage

Bidder Name

DEEPAK ENGINEEING WORKS