Tender For Miscellaneous Civil Work For Expansion Of Kottayam Dairy, kottayam-Kerala

Tender For Miscellaneous Civil Work For Expansion Of Kottayam Dairy- 1 Earth Work :- Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brush Wood, Trees And Saplings Of Girth Up To 30 Cm Measured At A Height Of 1 M Above Ground Level And Removal Of Rubbish Up To A Distance Of 50 M Outside The Periphery Of The Area Cleared 2 Felling Trees Of The Girth ( Measured At A Height Of 1 M Above Ground Level ) Including Cutting Of Trunks And Branches, Removing The Roots And Stacking Of Serviceable Material And Disposal Of Unserviceable Material. Beyond 120 Cm Girth Up To And Including 240 Cm Girth 3 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan ) Including Disposal Of Excavated Earth, Lead Up To 50 M And Lift Up To 1.5 M, Disposed Earth To Be Levelled And Neatly Dressed. All Kinds Of Soil 4 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundation Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Up To 1.5 M. 5 Filling With ContractorS 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 6 Carting Away Within Site / Outside Of Site Surplus Earth / Debris Including Loading At Site, Transportation And Disposal As Directed By Engineer-In Charge ( 80% Of The Full Measurements Of Earth In Trucks Shall Be Paid. ) 7 Concrete Work:-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 ) 8 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 9 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 @ 370 Kg / Cum. Excess Cement Used As Per Design Mix Will Not Be Paid.All Work Upto Plinth Level 10 Providing And Laying Rcc 1:2:4 Mix With 20Mm Down Size Aggregate For Equipment And Machine Foundation And Grouting The Pockets With 1:1.5:3 Mix As Per Technical Specifications.The Rate Is Exclusive Ofreinforcement Steel But Inclusive Of Centering And Shuttering, Providing Number Of Holes, Pockets ( Size And As Shown In The Drawings / Directed ) And Grouting The Same After The Machine / Equipment Is Erected With Concrete Ofspecified Mix And Finishing The Same As Specified. 11 Reinforced Cement Concrete Work In Walls ( Any Thickness ) , Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Up Tot Floor Five Level Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : 1:1.5:3 ( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 12 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 @ 370 Kg / Cum. Excess Cement Used As Per The Design Mix Will Not Be Paid Separately.All Work Above Plinth Level Upto Floor V Level 13 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For:Retaining Walls, Return Walls, ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses Fillets, Kerbs And Steps Etc. 14 Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level Thermo - Mechanically Treated Bars Of Grade Fe-500D Or More 15 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For:Columns, Piers, Abutments, Pillars, Posts And Struts 16 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level: 1:5:10 ( 1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size ) 17 Masonry Work :-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 ) 18 Random Rubble Masonry With Hard Stone In Superstructure Above Plinth Level And Upto Floor Five Level, Including Leveling Up With Cement Concrete 1:6:12 ( 1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size ) At Window Sills, Ceiling Level And The Like. Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 19 Solid Masonry Using Pre Cast Solid Blocks ( Factory Made ) Of Size 30X20x15cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Super Structure Up To Floor Two Level With Thickness 20Cm In : Cm 1:6 ( 1 Cement : 6 Coarse Sand ) Etc Complete 20 Solid Block Masonry Using Pre Cast Solid Blocks ( Factory Made ) Of Size 30X20x15 Cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Foundation And Plinth With Thickness 20Cm In: Cm 1:6 ( 1 Cement :6 Coarse Sand ) Etc Complete 21 Finishing Work:-20 Mm Cement Plaster Of Mix:1:4 ( 1 Cement : 4 Fine Sand ) 22 Plastering With Cement Mortar 1:3, 12Mm Thick Adding Water Proofing Compound 1Kg / 50Kg Of Cement With Neat Cement Flushing Coat To Lines And Levels Including Thread Lining Etc. Complete As Per The Direction Of Departmental Officers At Site For Terrace Slab And Top Of Sunshade . 23 Finishing Walls With Premium Acrylic Smooth Exterior Paint With Silicone Additives Of Required Shade:New Work ( Two Or More Coats Applied @ 1.43 Ltr / 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg / 10 Sqm ) 24 Providing And Applying 10 Mm Thick Cement Plaster 1:3 ( 1 Cement :3 Coarse Sand ) For Ceiling, As Per Technical Specification 25 Pointing On Stone Work With Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) : Flush / Ruled Pointing 26 Flooring Work: Providing And Laying Heavy Duty Industrial Type Fully Vitrified 20Mm Thick Acid / Alkali Resistant Industrial Tilesuitable For Dairy Flooring Work. The Tile Shall Be Laid With 20Mm Thick Mortar ( 1:4 ) Bedding With 5 Mm Spacer Joints. The Joint Shall Be Filled With Approved Brand Acid / Alkali Resisting Epoxy Grout ( Grouting The Joints Of Flooring Tiles Having Joints Of 5 Mm Width Upto 5Mm Depth, Using Epoxy Grout Mix 0.70 Kg Of Organic Coated Filler Of Desired Shade ( 0.10 Kg Of Hardener And 0.20 Kg Of Resin Per Kg ) . Including Filling / Grouting And Finishing Complete As Per Direction Of Engineer-In-Charge. Approved Brand -Johnson Endurasize Of Tile 600 X 600 Mm 27 Providing And Laying Approved Quality Anti Skid Tiles Of 20 - 25 Mm Thick With Edge Nosing, Fixing The Same Over With Cement Mortar 1:4 Joined With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tile Etc. Complete. Complete.Size Of Tile 500X500 Mm. 28 Steel Work :- 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.G.I. Pipes 29 Roofing Work :- Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 30 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 And Two Coat Of Epoxy Paint, Including Welding And Bolted With Special Shaped Washers Etc. Complete. Hot Finished Welded Type Tubesdeleteadd Specification Below 31 Providing And Fixing .5 Mm Meta Colour Sheets ( Glavalume Sheet ) ( Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge ) 0.50 Mm ( +0.05% ) , Total Coated Thickness With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling / Self Tapping Screws Of Size ( 5.5X55mm ) With Epdm Seal, Complete Upto Any Pitch In Horizontal / Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required.Approved Brands - Jsw, Bushan, Essar, Everest Etc 32 Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories 0.50 Mm ( + 0.05% ) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is:Mm ( +0.05% ) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling / Self Tapping Screws Complete:Ridges Plain ( 500-600 Mm ) 33 Providing And Fixing Approved Quality Pvc Rain Water Gutter Of 200 Mm Square Shape Including End Drop And Middle Drop Charges For Structural Steel For Fixing Gutter Shall Be Paid Etc.In The Relevent Item Of Structural Steel. 34 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, ( I ) Single Socketed Pipes.75 Mm Diameter 35 Miscellaneous Works :-Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In-Charge.Nominal Concrete 1:4:8 Leaner Mix ( Including Equivalent Design Mix ) 36 Demolishing R.C.C. Work Manually / By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material With In 50 Metres Lead As Per Direction Of Engineer -In-Charge. 37 Demolishing Brick Work Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge.In Cement Mortar 38 Dismantling Carefully The Existing Acp Ceiling &Facia With Structural Members And Stacking The Same With In The Premises As Directed. 39 Providing And Fixing Departmental Amul Traps As Directed By Engineer In Charge. 40 Taking Out Doors, Windows And Clerestory Window Shutters ( Steel Or Wood ) Including Stacking Within 50 Metres Lead:Of Area 3 Sq. Metes And Below 41 Dismantling Roofing Including Ridges, Hips, Velleys And Gutters Etc., And Stacking The Material Within 50 Metres Lead Of :Asbestos Sheet 42 Dismantling Carefully The Existing Mandana Flooring And Stacking The Same With In The Premises As Directed. 43 Dismantling Carefully The Existing Ci Tile Flooring And Stacking The Same With In The Premises As Directed. 44 Carefully Removing Existing Rolling Shutters Including Disposal Of Unserviceable Surplus Material And Stacking Of Serviceable Material With In Site As Directed By Engineer In Charge For Easy Opening And Closing Etc Complete As Per The Direction Of Site Engineer-In-Charge. 45 Dismantling Carefully The Existing Chequered Plate And Structural Members And Stacking The Same With In The Primises As Directed. 46 Water Supply :-Constructing Brick Masonry Manhole In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) With R.C.C. Top With 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) , Foundation Concrete 1:4:8 Mix ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size, ) Inside Plastering 12 Mm Thick With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With Floating Coat Of Neat Cement And Making Channels In Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design:Inside Size 120X90 Cm And 90 Cm Deep Including C.I. Cover With Frame ( Medium Duty ) 500 Mm Internal Diameter, Total Weight Of Cover And Frame To Be Not Less Than 116 Kg ( Weight Of Cover 58 Kg And Weight Of Frame 58 Kg ) :With Common Burnt Clay F.P.S ( Non Modular ) Bricks Of Class Designation 7.5 47 Constructing Brick Masonry Road Gully Chamber 45X45x77.5 Cm With Bricks In Cement Mortar 1:4 ( 1 Cement:4 Coarse Sand ) With Pre -Cast R.C.C Vertical Grating Complete As Per Standard Design:With Common Burnt Clay F.P.S ( Non Modular ) Bricks Of Class Designation 7.5 48 Providing And Laying Open Pvc Rain Water Lines 110 Mm Dia With Necessary Clamps Ete As Per Technical Specification 49 Providing And Fixing Pvc Pipes Includings Jointing Of Pipes With One Step Pvc Solvent Cement, Trenching , Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge. 150 Mm Dia 6 Kgf / Cm2 50 Structural Glazing Work:- Providing And Fixing Of Acp Cladding / Acp Box Using Aluminium Extruded Sections Of Size 25.4X25.4X1.2Mm ( 0.308Kg / M ) Box Frame For Fixing 3Mm Thick Fr Grade Aluminum Composite Panel ( 0.25Mm Aluminium Coil Thickness ) Of Approved Make And Colour Including Stainless Steel Screws, Nuts, Bolts, Washers, Cleats, Weather Silicone Sealant Etc. The Acp Shall Be Securaly Fixing The Basic Frame Work To The Properly Designed Structurals With Adequate Anchor Fastners. Fischer / Hilti Make Nuts And Bolts, Screws Etc As Per Technical Specifications And Drawings. 51 Providing And Fixing Aluminium Composite Panel Fascia ( Boarder ) , Ceiling As Per Architectural Drawings With Aluminium Powder Coated Indal Section Frame Work And 3Mm Thick Acp Securaly Fixing The Basic Frame Work To The Properly Designed Structurals With Adequate Anchor Fastners, Fischer / Hilti Make Nuts And Bolts Etc. As Per Technical Specifications. 52 Supply And Fixing Of Materials For Acp Boarder 150Mm To 100Mm Size As Per Architectural Drawings With Aluminum Powder Coated Indal Section Frame Work And 3Mm Thick Acp Securely Fixing The Basic Frame Work To The Properly Designed Structural With Adequate Anchor Fasteners, Fischer / Hilti Make Nuts And Bolts Etc. As Per Technical Specifications.

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	21-Oct-2023	TECHNICAL CORRIGENDUM	Technical Bid	25-10-2023
2	25-Oct-2023	DATE EXTENSION	Date	27-10-2023

INR 4500 /-

INR 45000.0 /-

INR 45 Lakhs /-

Name of Work:TENDER FOR THE MISCELLANEOUS CIVIL WORKS FOR KOTTAYAM DAIRY

Sl. No.	Item Description
1	EARTH WORK :- Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
2	Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 120 cm girth up to and including 240 cm girth
3	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil
4	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
5	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
6	Carting away within site/outside of site surplus earth/ debris including loading at site, transportation and disposal as directed by Engineer-in charge (80% of the full measurements of earth in trucks shall be paid.)
7	CONCRETE WORK:-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)
8	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
9	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 @ 370 kg/ cum. Excess cement used as per design mix will not be paid. All work upto plinth level
10	Providing and laying RCC 1:2:4 mix with 20mm down size aggregate for equipment and machine foundation and grouting the pockets with 1:1.5:3 mix as per technical specifications.The rate is exclusive of reinforcement steel but inclusive of centering and shuttering, providing number of holes, pockets (size and as shown in the drawings/directed) and grouting the same after the machine/equipment is erected with concrete of specified mix and finishing the same as specified.
11	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
12	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 @ 370 kg/ cum. Excess cement used as per the design mix will not be paid separately. All work above plinth level upto floor V level
13	Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
14	Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more
15	Centering and shuttering including strutting, propping etc. and removal of form work for: Columns, piers, abutments, pillars, posts and struts
16	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
17	MASONRY WORK :-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)
18	Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand)
19	Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 20cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
20	Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
21	FINISHING WORK:-20 mm cement plaster of mix: 1:4 (1 cement : 4 fine sand)
22	Plastering with cement mortar 1:3, 12mm thick adding water proofing compound 1kg/50kg of cement with neat cement flushing coat to lines and levels including thread lining etc. complete as per the direction of Departmental officers at site for terrace slab and top of sunshade .
23	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
24	Providing and applying 10 mm thick cement plaster 1:3 ( 1 cement :3 coarse sand) for ceiling, as per technical specification
25	Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand): Flush/ Ruled pointing
26	FLOORING WORK: Providing and laying heavy duty industrial type fully vitrified 20mm thick acid/alkali resistant industrial tile suitable for dairy flooring work. The tile shall be laid with 20mm thick mortar (1:4) bedding with 5 mm spacer joints. The joint shall be filled with approved brand acid/alkali resisting epoxy grout(Grouting the joints of flooring tiles having joints of 5 mm width upto 5mm depth, using epoxy grout mix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling /grouting and finishing complete as per direction of Engineer-in-charge. APPROVED BRAND -JOHNSON ENDURA Size of Tile 600 x 600 mm
27	Providing and laying approved quality anti skid tiles of 20 - 25 mm thick with edge nosing, fixing the same over with cement mortar 1:4 joined with neat cement slurry mixed with pigment to match the shade of the tile etc. complete. complete. Size of Tile 500x500 mm.
28	STEEL WORK :- 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. G.I. pipes
29	ROOFING WORK :- Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
30	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 and two coat of epoxy paint, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubesDelete Add Specification Below
31	Providing and fixing .5 mm meta colour sheets(Glavalume sheet) (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.APPROVED BRANDS - JSW,BUSHAN,ESSAR, EVEREST etc
32	Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete: Ridges plain (500-600 mm)
33	Providing and fixing approved quality PVC rain water gutter of 200 mm square shape including end drop and middle drop charges for structural steel for fixing gutter shall be paid etc.in the relevent item of structural steel.
34	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter
35	MISCELLANEOUS WORKS :-Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge. Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
36	Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
37	Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge. In cement mortar
38	Dismantling carefully the Existing ACP Ceiling &Facia with structural members and stacking the same with in the premises as directed.
39	Providing and fixing departmental amul traps as directed by engineer in charge.
40	Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead: Of area 3 sq. metes and below
41	Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of : Asbestos Sheet
42	Dismantling carefully the Existing Mandana flooring and stacking the same with in the premises as directed.
43	Dismantling carefully the Existing CI tile flooring and stacking the same with in the premises as directed.
44	Carefully removing existing rolling shutters including disposal of unserviceable surplus material and stacking of serviceable material with in site as directed by engineer in charge for easy opening and closing etc complete as per the direction of site Engineer-in-charge.
45	Dismantling carefully the Existing chequered plate and structural members and stacking the same with in the primises as directed.
46	WATER SUPPLY :-Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design: Inside size 120x90 cm and 90 cm deep including C.I. cover with frame ( medium duty ) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg ( weight of cover 58 kg and weight of frame 58 kg): With common burnt clay F.P.S ( non modular) bricks of class designation 7.5
47	Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement:4 coarse sand) with pre -cast R.C.C vertical grating complete as per standard design: With common burnt clay F.P.S (non modular) bricks of class designation 7.5
48	Providing and laying open PVC rain water lines 110 mm dia with necessary clamps ete as per technical specification
49	Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm dia 6 Kgf/cm2
50	STRUCTURAL GLAZING WORK:- Providing and fixing of ACP cladding/ACP box using aluminium extruded sections of size 25.4x25.4x1.2mm(0.308kg/m) box frame for fixing 3mm thick FR grade aluminum composite panel (0.25mm aluminium coil thickness) of approved make and colour including stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant etc. The ACP shall be securaly fixing the basic frame work to the properly designed structurals with adequate anchor fastners. Fischer/Hilti make nuts and bolts,screws etc as per technical specifications and drawings.
51	Providing and fixing Aluminium composite panel fascia (Boarder),Ceiling as per architectural drawings with aluminium powder coated indal section frame work and 3mm thick ACP securaly fixing the basic frame work to the properly designed structurals with adequate anchor fastners, Fischer/Hilti make nuts and bolts etc. as per technical specifications.
52	Supply and fixing of materials for ACP boarder 150mm to 100mm size as per architectural drawings with aluminum powder coated indal section frame work and 3mm thick ACP securely fixing the basic frame work to the properly designed structural with adequate anchor fasteners, Fischer/Hilti make nuts and bolts etc. as per technical specifications.