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Tender For Miscellaneous Works At Various Locations For Flood Preparedness At Wrpl Vadinar--10.10 Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge 10.20 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge :In all kinds of soil 10.30 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] :Nominal con crete 1:3:6 or richer mix (including equivalent design mix) 10.40 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge] 10.50 Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90% of Proctor's density consolidation by rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of p lot area to an unobjectional area as directed by Engineer-in-Charge complete in all respects inclusive of cost of all labour, materi als, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge. 10.60 Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required : Bituminous Portion 10.70 Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required : Water Bound Macadam 10.80 Centering and shuttering including strutting, propping etc. and removal of formwork for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. 10.90 REINFORCED CEMENT CONCRETE : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of c entering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) deri ved from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources] 11.00 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fille ts, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering , shuttering, finishing and reinforcement, with : 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 gr aded stone aggregate 20 mm nominal size derived from natural sources] 11.10 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level Thermo-Mechanically Treated bars of grade Fe-500D or more 11.20 12 mm cement plaster of mix :1:4 (1 cement : 4 fine sand) 11.30 Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in t he proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 600 mm dia. R.C.C. pipe 11.40 Construction of second class brick masonary open surface drain (Size: 600mm wide & 600mm average depth) in cement mortar 1:4 laid ov er a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including mak ing haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard desi gn and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc ., as per specifications and directions of the Engineer-in-Charge. Following items to be executed in this work : 11.50 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms including getting out the excavated soil and disp osal of surplus excavated soil, all works up to any lead and lift, as directed by the Engineer-in-Charge : In all kinds of soil 11.60 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 (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources] 11.70 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1 :4 (1 cement : 4 coarse sand) 11.80 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement : 4 coarse sand) 20.00 Dwarf wall around PCC 2(50*10) 20.10 Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge 20.20 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge :In all kinds of soil 20.30 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] 20.40 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain w indow sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural s ources] 20.50 Centering and shuttering including strutting, propping etc. and removal of formwork for :Retaining walls, return walls, walls (any t hickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. 20.60 Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded ston e aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well ramm ed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc . complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direc tions of the Engineer-in-Charge. 20.70 Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to all leads, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 30.00 RCC wall and increase in foundation height of DUP shed (15*8) 30.10 Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge 30.20 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge :In all kinds of soil 30.30 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] :Nominal con crete 1:3:6 or richer mix (including equivalent design mix) 30.40 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge] 30.50 Centering and shuttering including strutting, propping etc. and removal of formwork for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. 30.60 REINFORCED CEMENT CONCRETE : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of c entering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) deri ved from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources] 30.70 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level Thermo-Mechanically Treated bars of grade Fe-500D or more 30.80 12 mm cement plaster of mix :1:4 (1 cement : 4 fine sand) 30.90 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1 :4 (1 cement : 4 coarse sand) 31.00 Piping Modification : Pipe size 3 inch NB to 6 inch NB: Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required by site condition, taking delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gas kets & fasteners from designated location within station premises, transporting the same to site, cutting of pipe and / or weld join t , edge preparation, bending, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauge s, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, ves sels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to per form the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in a ccordance with the drawings, specifications and instructions of Site Engineer / EIC. (Item is to be operated upon approval of SIte E nginner, Item covers only modification / rework jobs.) 31.10 WNRF : FL,WN,RF,CS,A105,300,3IN,80 31.20 Supply of Spiral Wound Metallic Gaskets :3" SWMG ANSI 900# 31.30 Supply of ASTM A106 Gr.B Pipe:3.500" ODx 0.216" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe 31.40 Supply of Steel Fasteners:Fasteners for Flanges 3" x 150# (0.625" Dia. X 4.00" Length) 31.50 Surface preparation of piping, equipment and valves etc. by abrasive blast cleaning or with power wire brush (wherever blast cleanin g is not possible) confirming to SA 2.5, making the surface free of dust, grease, mill scales etc., application of 1 coat x 50-75 mi crons DFT of Inorganic Zinc Ethyl Slicate Primer, followed by application of sealer coat of 30 micron DFT and intermediate coat of 1 50 micron DFT with surface tolerant epoxy mastic paint and 2 coats x 50 micron each DFT of Isocynate Aliphatic Poly Urethene (PU) by airless spray, with approved materials, paints, tools, tackles, consulambles, non-consumables, labour, equipment etc. to complete t he job in all respects as per specification and instructions of the Site Engineer / EIC. The total DFT shall be minimum 330 microns. 31.60 BS 1868 SWING CHECK VALVE, 150# : 3"x ANSI 150#F/F BS 1868 Swing Check Valve 31.70 Supply of API 600 Gate Valves :3"x ANSI 150# HOV F/F API 600 Gate Valve 31.80 Supply of Bends : 3" x 150# 90° LR Bends 31.90 Supply of Equal Tee :3" ANSI 150# Equal Tee 32.00 Supply of Y-type Strainer (10 Mesh Size) :Y-type Strainer 3x ANSI 150# 40.00 RCC Chamber with Valve in OWS 40.10 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : Nominal co ncrete 1:3:6 or richer mix (including equivalent design mix) 40.20 Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of u nserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed du ring day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] 40.30 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge : In all kinds of soil 40.40 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] 40.50 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 [1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources] 40.60 Centering and shuttering including strutting, propping etc. and removal of formwork for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. 40.70 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level : Thermo-Mechanically Treated bars of grade Fe-500D or more 40.80 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement : 4 coarse sand) 40.90 Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc ., for struts, chain link fencing posts as per drawing including gate, ladders, safety grills, walkways, collapsible gate, signboard s, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying two coats of epoxy paint "EPILUX 155" High Build Enamel over a coat of EPILUX 610 Primer of M/s Berger or any other approved equivalent make as per manufacturer’s recommendation, complete in all respect including cutting to required size welding of joints, fixing anch or plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc.comp lete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (excluding the cost of concrete work). 41.00 Installation of BALL/GATE Valves MOV/HOV12", 150#/300#, F/F: Taking delivery of valves of all types and pressure rating from the des ignated location within station premises, transporting the same to site, erecting above ground on preconstructed foundations or unde rground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicable) including all inputs, labour, material, and consumable (other than those specifically undertaken to be supp lied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. 41.10 Supply of API 600 Gate Valves : 12"x ANSI 150# HOV F/F API 600 Gate Valve 41.20 WNRF : FL,WN,RF,CS,A105,150,12IN,STD 41.30 BLRF : FL,BL,RF,CS,A105,300,12IN 41.40 Supply of IS: 3589, Gr. Fe 410 pipes with factory coated internal coating :12.75" OD x 0.25" WT IS:3589 FE410 Pipe 41.50 Supply of Steel Fasteners: Fasteners for Flanges 12" x 150# (0.875" Dia. X 5.50" Length) 41.60 Above ground internal epoxy coated pipe : 12.75" ODx 0.250" WT IS3589 Pipe: Taking delivery of internal epoxy coated pipes, pipe fit tings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the s ame to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, wel ding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., i nstalling above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and th readed pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of eac h section to the specified pressure, draining the water, tie-in, final cleaning-up and disposal of wastes and surpluses including pr oviding all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract).The scope shall also include cleaning of internal surface of pipes conforming to SSPC SP -10 at all location where coating has been distroyed due to welding and repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake filled /Liquid epoxy / Equivalent with coating of thickness 700-1000 Micr ons. Internal coating shall be done at the inner surface of pipe ends, Flanges, pipe fittings, valves, etc so that the internal surf ace of piping is not directly exposed to water, and completing the work in all respects in accordance with the drawings, specificati ons and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD. 41.70 Surface preparation of piping, equipment and valves etc. by abrasive blast cleaning or with power wire brush (wherever blast cleanin g is not possible) confirming to SA 2.5, making the surface free of dust, grease, mill scales etc., application of 1 coat x 50-75 mi crons DFT of Inorganic Zinc Ethyl Slicate Primer, followed by application of sealer coat of 30 micron DFT and intermediate coat of 1 50 micron DFT with surface tolerant epoxy mastic paint and 2 coats x 50 micron each DFT of Isocynate Aliphatic Poly Urethene (PU) by airless spray, with approved materials, paints, tools, tackles, consulambles, non-consumables, labour, equipment etc. to complete t he job in all respects as per specification and instructions of the Site Engineer / EIC. The total DFT shall be minimum 330 microns. 41.80 Supply of Spiral Wound Metallic Gaskets :12" SWMG ANSI 150# 50.00 OLD OWS discharge connection to SS09 50.10 Supply of ASTM A106 Gr.B Pipe:3.500" ODx 0.216" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe 50.20 Supply of Equal Tee : 6" ANSI 150# Equal Tee 50.30 Supply of API 600 Gate Valves : 6"x ANSI 150# HOV F/F API 600 Gate Valve 50.40 Supply of Concentric Reducer : 6"x3" x Concentric Reducer X 150# 50.50 Supply of API 600 Gate Valves :3"x ANSI 150# HOV F/F API 600 Gate Valve 50.60 Supply of BS 1868 Swing Check Valve : 3"x ANSI 150# F/F BS-1868 Swing Check Valve 50.70 Supply of Steel Flange :3" WNRF 150# 50.80 Supply of Steel Flange :6" WNRF 150# 50.90 Supply of Spiral Wound Metallic Gaskets : 3" SWMG ANSI 150# 51.00 Supply of Spiral Wound Metallic Gaskets : 6" SWMG ANSI 150# 51.10 Supply of Steel Fasteners:Fasteners for Flanges 3" x 150# (0.625" Dia. X 4.00" Length) 51.20 Supply of Steel Fasteners: Fasteners for Flanges 6" x 150# (0.750" Dia. X 4.50" Length) 51.30 Surface preparation of piping, equipment and valves etc. by abrasive blast cleaning or with power wire brush (wherever blast cleanin g is not possible) confirming to SA 2.5, making the surface free of dust, grease, mill scales etc., application of 1 coat x 50-75 mi crons DFT of Inorganic Zinc Ethyl Slicate Primer, followed by application of sealer coat of 30 micron DFT and intermediate coat of 1 50 micron DFT with surface tolerant epoxy mastic paint and 2 coats x 50 micron each DFT of Isocynate Aliphatic Poly Urethene (PU) by airless spray, with approved materials, paints, tools, tackles, consulambles, non-consumables, labour, equipment etc. to complete t he job in all respects as per specification and instructions of the Site Engineer / EIC. The total DFT shall be minimum 330 microns. 51.40 Piping Modification : Pipe size 3 inch NB to 6 inch NB: Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required by site condition, taking delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gas kets & fasteners from designated location within station premises, transporting the same to site, cutting of pipe and / or weld join t , edge preparation, bending, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauge s, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, ves sels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to per form the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in a ccordance with the drawings, specifications and instructions of Site Engineer / EIC. (Item is to be operated upon approval of SIte E nginner, Item covers only modification / rework jobs.) 51.50 Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required : Bituminous Portion 51.60 Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required : Water Bound Macadam 51.70 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms including getting out the excavated soil and disp osal of surplus excavated soil, all works up to any lead and lift, as directed by the Engineer-in-Charge : In all kinds of soil 51.80 Reflective radium sticker letter printing and apply in background stickering including pasting and fixing with supply of all manpowe r, equipments, tools, tackles, consumables, non-consumables, scaffolding (separate SOR item) working at any height etc. as per instr uction of EIC/ Site Engineer to complete work in all respects. 51.90 Providing and fixing in position Stainless Steel Grade 304 Plate-1.0 mm thick as per design: 300 mm wide 60.00 RCC Chamber with Valves in Hume networks inside dykes of Tank Farms 60.10 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : Nominal co ncrete 1:3:6 or richer mix (including equivalent design mix) 60.20 Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of u nserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed du ring day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] 60.30 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge : In all kinds of soil 60.40 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] 60.50 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 [1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources] 60.60 Centering and shuttering including strutting, propping etc. and removal of formwork for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. 60.70 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level : Thermo-Mechanically Treated bars of grade Fe-500D or more 60.80 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement : 4 coarse sand) 60.90 Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc ., for struts, chain link fencing posts as per drawing including gate, ladders, safety grills, walkways, collapsible gate, signboard s, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying two coats of epoxy paint "EPILUX 155" High Build Enamel over a coat of EPILUX 610 Primer of M/s Berger or any other approved equivalent make as per manufacturer’s recommendation, complete in all respect including cutting to required size welding of joints, fixing anch or plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc.comp lete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (excluding the cost of concrete work). 61.00 Installation of BALL/GATE Valves MOV/HOV12", 150#/300#, F/F: Taking delivery of valves of all types and pressure rating from the des ignated location within station premises, transporting the same to site, erecting above ground on preconstructed foundations or unde rground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicable) including all inputs, labour, material, and consumable (other than those specifically undertaken to be supp lied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. 61.10 Supply of API 600 Gate Valves : 12"x ANSI 150# HOV F/F API 600 Gate Valve 61.20 WNRF : FL,WN,RF,CS,A105,150,12IN,STD 61.30 Supply of IS: 3589, Gr. Fe 410 pipes with factory coated internal coating :12.75" OD x 0.25" WT IS:3589 FE410 Pipe 61.40 Supply of Steel Fasteners: Fasteners for Flanges 12" x 150# (0.875" Dia. X 5.50" Length) 61.50 Above ground internal epoxy coated pipe : 12.75" ODx 0.250" WT IS3589 Pipe: Taking delivery of internal epoxy coated pipes, pipe fit tings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the s ame to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, wel ding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., i nstalling above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and th readed pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of eac h section to the specified pressure, draining the water, tie-in, final cleaning-up and disposal of wastes and surpluses including pr oviding all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract).The scope shall also include cleaning of internal surface of pipes conforming to SSPC SP -10 at all location where coating has been distroyed due to welding and repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake filled /Liquid epoxy / Equivalent with coating of thickness 700-1000 Micr ons. Internal coating shall be done at the inner surface of pipe ends, Flanges, pipe fittings, valves, etc so that the internal surf ace of piping is not directly exposed to water, and completing the work in all respects in accordance with the drawings, specificati ons and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD. 61.60 Surface preparation of piping, equipment and valves etc. by abrasive blast cleaning or with power wire brush (wherever blast cleanin g is not possible) confirming to SA 2.5, making the surface free of dust, grease, mill scales etc., application of 1 coat x 50-75 mi crons DFT of Inorganic Zinc Ethyl Slicate Primer, followed by application of sealer coat of 30 micron DFT and intermediate coat of 1 50 micron DFT with surface tolerant epoxy mastic paint and 2 coats x 50 micron each DFT of Isocynate Aliphatic Poly Urethene (PU) by airless spray, with approved materials, paints, tools, tackles, consulambles, non-consumables, labour, equipment etc. to complete t he job in all respects as per specification and instructions of the Site Engineer / EIC. The total DFT shall be minimum 330 microns. 61.70 Supply of Spiral Wound Metallic Gaskets :12" SWMG ANSI 150# 70.00 Surface Drain Connection from road No 2 drain to J18 drain (road no 1) and road no 4 & Repair of existing outside drain and extension to low lying area of J18 70.10 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms including getting out the excavated soil and disp osal of surplus excavated soil, all works up to any lead and lift, as directed by the Engineer-in-Charge : In all kinds of soil 70.20 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 (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources] 70.30 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1 :4 (1 cement : 4 coarse sand) 70.40 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement : 4 coarse sand) 70.50 Precast RCC Elements: Casting, supplying and erecting in position precast reinforced cement concrete elements (with proper lifting l ugs) for trench & drain covers, shelves, partitions, post, slabs etc. for all leads and levels including making necessary moulds, vi brating, tamping, curing, finishing the top surface with cement mortar 1:3 (1 cement : 3 fine sand) to give a smooth and even surfac e, transportation to Site, aligning and fixing in position with cement mortar 1:3 (1 cement: 3 find sand,) including making recess i n brick wall for placing the precast element in position and making good the same etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Payment for Reinforcement shall be made as per relevant item of SOR.] : With cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded sto ne aggregate 10 mm nominal size). 70.60 Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required : Bituminous Portion 70.70 Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required : Water Bound Macadam 70.80 Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in t he proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 600 mm dia. R.C.C. pipe 80.00 Common Discharge Manifold for Dewatering Pumps 80.10 10", 150#/300#, W/W: Taking delivery of valves of all types and pressure rating from the designated location within station premises , transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavati on and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Pain ting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicable) including all i nputs, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and completing the wor k in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of t he Site Engineer / EIC. 80.20 8", 150#/300#, F/F: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavatio n and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Paint ing of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicable) including all in puts, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of th e Site Engineer / EIC. 80.30 6", 150#/300#, F/F: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavatio n and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Paint ing of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicable) including all in puts, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of th e Site Engineer / EIC. 80.40 4", 150#/300#, W/W: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavatio n and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Paint ing of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicable) including all in puts, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of th e Site Engineer / EIC. 80.50 Above ground internal epoxy coated pipe : 12.75" ODx 0.250" WT IS3589 Pipe: Taking delivery of internal epoxy coated pipes, pipe fit tings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the s ame to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, wel ding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., i nstalling above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and th readed pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of eac h section to the specified pressure, draining the water, tie-in, final cleaning-up and disposal of wastes and surpluses including pr oviding all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract).The scope shall also include cleaning of internal surface of pipes conforming to SSPC SP -10 at all location where coating has been distroyed due to welding and repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake filled /Liquid epoxy / Equivalent with coating of thickness 700-1000 Micr ons. Internal coating shall be done at the inner surface of pipe ends, Flanges, pipe fittings, valves, etc so that the internal surf ace of piping is not directly exposed to water, and completing the work in all respects in accordance with the drawings, specificati ons and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD. 80.60 Supply of IS: 3589, Gr. Fe 410 pipes with factory coated internal coating :12.75" OD x 0.25" WT IS:3589 FE410 Pipe 80.70 Surface preparation of piping, equipment and valves etc. by abrasive blast cleaning or with power wire brush (wherever blast cleanin g is not possible) confirming to SA 2.5, making the surface free of dust, grease, mill scales etc., application of 1 coat x 50-75 mi crons DFT of Inorganic Zinc Ethyl Slicate Primer, followed by application of sealer coat of 30 micron DFT and intermediate coat of 1 50 micron DFT with surface tolerant epoxy mastic paint and 2 coats x 50 micron each DFT of Isocynate Aliphatic Poly Urethene (PU) by airless spray, with approved materials, paints, tools, tackles, consulambles, non-consumables, labour, equipment etc. to complete t he job in all respects as per specification and instructions of the Site Engineer / EIC. The total DFT shall be minimum 330 microns. 80.80 Supply of Un Equal Tee : 12"x10" x 300# Unequal Tee 80.90 Supply of Un Equal Tee : 12"x8" - 300# Unequal Tee 81.00 Supply of Un Equal Tee : 12"x6" - 300# Unequal Tee 81.10 Supply of Concentric Reducer :6"x4" x Concentric Reducer X 150# 81.20 Supply of IS: 3589, Gr. Fe 410 pipes with factory coated internal coating : 10.75" ODx 0.250" WT IS3589 FE410 Pipe 81.30 Supply of IS: 3589, Gr. Fe 410 pipes with factory coated internal coating : 8.625" ODx 0.250" WT IS3589 FE410 Pipe 81.40 Supply of IS: 3589, Gr. Fe 410 pipes with factory coated internal coating : 6.625" ODx 0.250" WT IS3589 FE410 Pipe 81.50 Supply of IS: 3589, Gr. Fe 410 pipes with factory coated internal coating : 4.5" ODx 0.250" WT IS3589 FE410 Pipe 81.60 Supply of BS 1868 Swing Check Valve : 4"x ANSI 150#F/F BS 1868 Swing Check Valve 81.70 Supply of BS 1868 Swing Check Valve : 6"x ANSI 150#F/F BS 1868 Swing Check Valve 81.80 Supply of BS 1868 Swing Check Valve : 8"x ANSI 150 # F/F BS 1868 Swing Check Valve 81.90 Supply of BS 1868 Swing Check Valve : 10"x ANSI 150 # F/F BS 1868 Swing Check Valve 82.00 Supply of API 600 Gate Valves: 4"x ANSI 150# HOV F/F API 600 Gate Valve 82.10 Supply of API 600 Gate Valves: 6"x ANSI 150# HOV F/F API 600 Gate Valve 82.20 Supply of API 600 Gate Valves: 8"x ANSI 150# HOV F/F API 600 Gate Valve 82.30 Supply of API 600 Gate Valves: 10"x ANSI 150# HOV F/F API 600 Gate Valve 82.40 Supply of API 600 Gate Valves: 12"x ANSI 150# HOV F/F API 600 Gate Valve 82.50 Supply of Steel Flange : 4" WNRF 150# 82.60 Supply of Steel Flange : 6" WNRF 150# 82.70 Supply of Steel Flange : 8" WNRF 150# 82.80 Supply of Steel Flange : 10" WNRF 150# 82.90 Supply of Steel Flange : 12" WNRF 150# 83.00 Supply of Steel Flange : 12" BLRF 150# 83.10 Supply of Steel Fasteners:Fasteners for Flanges 4" x 150# (0.625" Dia. X 4.00" Length) 83.20 Supply of Steel Fasteners:Fasteners for Flanges 6" x 150# (0.750" Dia. X 4.50" Length) 83.30 Supply of Steel Fasteners:Fasteners for Flanges Fasteners for Flanges 8" x 150# (0.750" Dia. X 4.75" Length) 83.40 Supply of Steel Fasteners:Fasteners for Flanges Fasteners for Flanges 10" x 150# (0.750" Dia. X 4.75" Length) 83.50 Supply of Steel Fasteners:Fasteners for Flanges Fasteners for Flanges 12" x 150# (0.750" Dia. X 4.75" Length) 83.60 Supply of Spiral Wound Metallic Gaskets : 4" SWMG ANSI 150# 83.70 Supply of Spiral Wound Metallic Gaskets : 6" SWMG ANSI 150# 83.80 Supply of Spiral Wound Metallic Gaskets : 8" SWMG ANSI 150# 83.90 Supply of Spiral Wound Metallic Gaskets : 10" SWMG ANSI 150# 84.00 Supply of Spiral Wound Metallic Gaskets : 12" SWMG ANSI 150# 84.10 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : Nominal co ncrete 1:3:6 or richer mix (including equivalent design mix) 84.20 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge : In all kinds of soil 84.30 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] 84.40 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 [1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources] 84.50 Centering and shuttering including strutting, propping etc. and removal of formwork for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. 84.60 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level : Thermo-Mechanically Treated bars of grade Fe-500D or more 84.70 Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc ., for struts, chain link fencing posts as per drawing including gate, ladders, safety grills, walkways, collapsible gate, signboard s, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying two coats of epoxy paint "EPILUX 155" High Build Enamel over a coat of EPILUX 610 Primer of M/s Berger or any other approved equivalent make as per manufacturer’s recommendation, complete in all respect including cutting to required size welding of joints, fixing anch or plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc.comp lete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (excluding the cost of concrete work). 90.00 Topographical surevy and other misc work 90.10 Topographic Survey with a grid area of 15MX15M, includes all features such as structures (bridges, culverts etc.) utilities, existing roads, electric and telephone installations (both O/A as well as underground), huts, buildings, fencing and trees, oil, water and gas lines etc. using Total Station and develop a drawing in AUTO CAD format using the layering system and Geo referencing including supply of detailed drawings (with DGPS) in appropriate scale in A-2 size complete in all respect.For preparation of plans of OA BEYOND 10 HECTARES 90.20 Supplying and fixing Quick release coupling of CARBON STEEL with both male and female portions, on provided pipe with suitable weldi ng, consumables,fasteners,etc. Size : 4 inch 90.30 Supplying and fixing Quick release coupling of CARBON STEEL with both male and female portions, on provided pipe with suitable weldi ng, consumables,fasteners,etc. Size : 6 inch 90.40 Supplying and fixing Quick release coupling of CARBON STEEL with both male and female portions, on provided pipe with suitable weldi ng, consumables,fasteners,etc. Size : 8 inch 90.50 Supplying and fixing Quick release coupling of CARBON STEEL with both male and female portions, on provided pipe with suitable weldi ng, consumables,fasteners,etc. Size : 10 inch
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