Tender For Repairing Of Quarters Of Block No.11, P T Colony, Berhampur., berhampur-Odisha

Tender For Repairing Of Quarters Of Block No.11, P T Colony, Berhampur.; 1 Disposal Of Building Rubbish / Malba / Similar Unserviceable, Dismantled Or Waste Materials By Mechanical Means Including Loading, Transporting, Unloading To Approved Municipal Dumping Ground Or As Approved By Engineer-In-Charge, Beyond 50 M Initial Lead, For All Loads Including All Lifts Involved. 2 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 50M Outside The Periphery Of The Area Cleared. 3 Smooth Finishing Of The Exposed Surface Of R.C.C. Work With 6 Mm Thick Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) . 4 Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In : 5 Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 6 Half Brick Masonry With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level. 7 Cement Mortar 1:4 ( 1 Cement :4 Coarse Sand ) 8 Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length ( Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately ) . 9 Sal Wood 10 Providing And Fixing Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows Fixing With Butt Hinges Of Required Size With Necessary Screws, Excluding Panelling Which Will Be Paid For Separately, All Complete As Per Direction Of Engineer-In-Charge. ( Note:- Butt Hinges And Necessary Screws Shall Be Paid Separately ) . 11 Kiln Seasoned And Chemically Treated Hollock Wood. 12 30 Mm Thick Shutters 13 Providing And Fixing Isi Marked Oxidised M.S. Sliding Door Bolts With Nuts And Screws Etc. Complete : 14 300X16 Mm 15 250X16 Mm 16 Providing And Fixing Isi Marked Oxidised M.S. Tower Bolt Black Finish, ( Barrel Type ) With Necessary Screws Etc. Complete : 17 250X10 Mm 18 150X10 Mm 19 Providing And Fixing Isi Marked Oxidised M.S. Handles Conforming To Is:4992 With Necessary Screws Etc. Complete : 20 100 Mm 21 Providing And Fixing Factory Made Pvc Door Frame Made Of Pvc Extruded Sections Of Size 75 Mm X 53 Mm, Having Wall Thickness 2.0 Mm ( ± 0.2 Mm ) . Both Verticalssides Of The Frame Reinforced With Pvc Profile Of Cross Section Size 28 Mm X 30 Mm X 2 Mm Thickness ( ± 0.2 Mm ) And 75 Mm X 200 Mm Long, Including Reinforcing Both Ends Of The Top Frame With Pvc Profile. Pvc Door Frame And Pvc Reinforcement Profile To Be Mitred Cut, Jointed And Fusion Welded Together, Including Providing And Fixing 3 Nos Of 125 Mm Long Stainless Steel Hinges To Frame, Fixing The Frame With Jamb With Required Nos & Sizes Of Anchor Dash Fastener, All Complete As Per ManufacturerS Specification And Direction Of Engineer-In- Charge. 22 Providing And Fixing 37 Mm Thick Factory Made Pvc Door Shutter, Styles And Rails Made Of Pvc Hollow Extruded Printed And Laminated Section Having Overall Dimension 115 Mm X 37 Mm With Wall Thickness 2 Mm ( ± 0.2 Mm ) With Inbuilt Beading On One Side, The Styles And Rails Mitred Cut And Joint At Corners By Inserting 2 Nos Pvc Profile Reinforcement Of Size 75 Mm X 200 Mm Long With Cross Section Size Of 28 Mm X 30 Mm Having Wall Thickness 2 Mm ( ± 0.2 Mm ) . Styles, Rails And Reinforcements To Be Fusion Welded Together. Only Hinge Side Vertical Style To Be Reinforced With Pvc Profile Reinforcement In Full Length. Printed And Laminated Pvc Lock Rail Of Size 110 Mm X 37 Mm Having Wall Thickness 2 Mm ( ± 0.2 Mm ) To Be Welded Horizontally With The Vertical Styles After Inserting Pvc Profile Reinforcement As In Styles And Rails, Providing With Pvc. 23 Snap Fit Beading, Panels Of 100 X 20 Mm Printed & Laminated And Inserting 2 Nos 6 Mm Dia Bright Steel Rod Horizontally With Both Side Threaded And Tightened With Check Nuts And Washers Complete, All As Per ManufacturerS Specification And Direction Of Engineer-In-Charge. 24 12 Mm Cement Plaster Of Mix : 25 1:6 ( 1 Cement: 6 Fine Sand ) 26 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix : 27 1:4 ( 1 Cement: 4 Coarse Sand ) 28 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade. 29 New Work ( Two Or More Coats ) Over And Including Water Thinnable Priming Coat With Cement Primer. 30 Repairs To Plaster Of Thickness 12 Mm To 20 Mm In Patches Of Area 2.5 Sq. Meters And Under, Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete, Including Disposal Of Rubbish To The Dumping Ground , All Complete As Per Directions Of Engineer-In-Charge. 31 With Cement Mortar 1:4 ( 1 Cement : 4 Fine Sand ) . 32 Fixing Chowkhat In Existing Opening In Brick / Rcc Wall With Dash Fasteners / Chemical Fasteners Of Appropriate Size ( 3 Nos On Each Vertical Member Of Door Chowkhat And 2 Nos On Each Vertical Member Of Window Chowkhats ) , Including Cost Of Dash Fasteners / Chemical Fastener. 33 Renewing Glass Panes, With Putty And Nails Wherever Necessary Including Racking Out The Old Putty: 34 Float Glass Panes Of Nominal Thickness 4 Mm ( Weight Not Less Than 10Kg / Sqm ) . 35 Providing & Fixing White Vitreous China Water Closet Squatting Pan ( Indian Type ) Along With S Or P Trap Including Dismantling Of Old Wc Seat And S Or P Trap At Site Complete With All Operations Including All Necessary Materials, Labour And Disposal Of Dismantled Material I / C Malba, All Complete As Per The Direction Of Engineer-In Charge. 36 Orissa Pattern W.C Pan Of Size 580X440 Mm 37 Dismantling W.C. Pan Of All Sizes Including Disposal Of Dismantled Materials I / C Malba All Complete As Per Directions Of Engineer-In- Charge. 38 Taking Out Existing Wooden Door Shutter, Repair By Cutting, Painting Etc. And Refixing Of Repaired Door Shutters To Existing Door Frames, Including Replacement Of Hinges With Screws, Etc. As Required, All Complete As Per The Direction Of The Engineer-In-Charge. 39 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: 40 White Vitreous China Flat Back Wash Basin Size 550X 400 Mm With Single 15 Mm C.P. Brass Pillar Tap 41 Removing The Damaged Sanitary And Water Supply Fittings And Replacing Them With New Fittings Including Necessary White Lead / Lead Wool Etc Complete As Directed By The Engineer - In - Charge. 42 Unplasticised Pvc Connection Pipe 15 Mm Nominal Dia And 45 Cm Long With Brass Unions : 43 Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge. : Internal Work - Exposed On Wall. 44 20 Mm Nominal Outer Dia. Pipes. 45 25 Mm Nominal Outer Dia .Pipes. 46 Providing And Fixing Ptmt Bib Cock Of Approved Quality And Colour. 47 15 Mm Nominal Bore, 122 Mm Long. Weighing Not Less Than 99 Gms. 48 Providing And Fixing Ptmt Stop Cock Of Approved Quality And Colour. 49 20Mm Nominal Bore, 89 Mm Long. Weighing Not Less Than 88 Gms. 50 Chipping Of Unsound / Weak Concrete Material From Slabs, Beams, Columns Etc. With Manual Chisel And / Or By Standard Power Driven Percussion Type Or Of Approved Make Including Tapering Of All Edges, Making Square Shoulders Of Cavities Including Cleaning The Exposed Concrete Surface And Reinforcement With Wire Brushes Etc. And Disposal Of Debris For All Lead And Lifts All Complete As Per Direction Of Engineer-In-Charge 51 25 Mm Average Thickness 52 Cleaning Of Reinforcement From Rust From The Reinforcing Bars To Give It A Total Rust Free Steel Surface By Using Alkaline Chemical Rust Remover Of Approved Make With Paint Brush And Removing Loose Particles After 24 Hours Of Its Application With Wire Brush And Thoroughly Washing With Water And Allowing It To Dry, All Complete As Per Direction Of Engineer-In-Charge. 53 Bars Upto 12 Mm Diameter 54 Providing, Mixing And Applying Bonding Coat Of Approved Adhesive On Chipped Portion Of Rcc As Per Specifications And Direction Of Engineer-In-Charge Complete In All Respect. 55 Sbr Polymer ( @10% Of Cement Weight ) Modified Cementitious Bond Coat @ 2.2 Kg Cement Per Sqm Of Surface Area Mixed With Specified Proportion Of Approved Polymer. 56 Providing, Mixing And Applying Sbr Polymer ( Of Approved Make @ Minimum 2% By Wt. Of Cement Used ) Modified Plain / Reinforced Cement Concrete For Structural Members Having Minimum Characteristic Compressive Strength [ With Ordinary Portland Cement, Coarse Sand And Graded Stone Aggregate Of 10Mm Maximum Size In Proportion As Per Design Criteria ] With Specified Average Thickness. Note: Rates Shall Be For Finished Surface Area Of Concrete And Shall Include The Cost Of Labour, Concrete And Appropriate Approved Super- Plasticiser For Rendering Concrete As Flowable And Sbr Polymer But Shall Exclude Cost Of Reinforcement, Bond Coat, Shear Keys, Centering And Shuttering, Strutting, Propping Etc. 57 ( Payment Under This Item Shall Be Made Only After Proper Wet Curing Has Been Done And Surface Has Been Satisfactorily Evaluated By Sounding / Tapping With A Blunt Metal Instrument ) 58 50Mm Thick In Grade M 25 With Cement Content Not Less Than 330 Kg Per Cum 59 Providing And Erecting Single Scaffolding System On The External Side Up To Three Storey Hight Made With Seasoned Bamboo @ 1.50Mtr Centre To Centre Both In Horizontal And Vertical Direction Joining With Ropes And Maintaining In A Serviciable Condition For The Rerquired Duration As Approved And Removing It There After. The Scaffolding System Shall Be Tied Firmly With The Building Near By Where Ever Required For Maintenance Work At Required Locations With Essential Safety Features For Workmen Etc. Complete As Per Direction And Approval Of Engineer-In-Charge. ( The Elevation Area Of The Scaffolding Shall Be Measured For Payment Purpose. The Payment Will Be Made Once Irrespective Of Duration Of The Scaffolding. ) 60 Shifting And Re-Fixing Of Scaffolding Materials For Removing Trees From The External Walls And Roofs Of Telephone Bhawan Up To Height About 18.00 Mtr.As Per The Direction Of E-I-C.

INR 590 /-

INR 10790.0 /-

INR 5.39 Lakhs /-

Name of Work: Repairing of quarters of block No.11, P&T colony, Berhampur.

Sl. No.	Item Description
1	Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all loads including all lifts involved.
2	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 50m outside the periphery of the area cleared.
3	Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
4	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
5	Cement mortar 1:4 (1 cement : 4 coarse sand)
6	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.
7	Cement mortar 1:4 (1 cement :4 coarse sand)
8	Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).
9	Sal wood
10	Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately).
11	Kiln seasoned and chemically treated hollock wood.
12	30 mm thick shutters
13	Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :
14	300x16 mm
15	250x16 mm
16	Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :
17	250x10 mm
18	150x10 mm
19	Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :
20	100 mm
21	Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm (± 0.2 mm). Both verticalssides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (± 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer"s specification and direction of engineer-in- charge.
22	Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115 mm x 37 mm with wall thickness 2 mm (± 0.2 mm) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 nos PVC profile reinforcement of size 75 mm x 200 mm long with cross section size of 28 mm x 30 mm having wall thickness 2 mm (± 0.2 mm). Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with PVC profile reinforcement in full length. Printed and laminated PVC lock rail of size 110 mm x 37 mm having wall thickness 2 mm (± 0.2 mm) to be welded horizontally with the vertical styles after inserting PVC profile reinforcement as in styles and rails, providing with PVC.
23	snap fit beading, panels of 100 x 20 mm printed & laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturer"s specification and direction of engineer-in-charge.
24	12 mm cement plaster of mix :
25	1:6 (1 cement: 6 fine sand)
26	15 mm cement plaster on rough side of single or half brick wall of mix :
27	1:4 (1 cement: 4 coarse sand)
28	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade.
29	New work (two or more coats) over and including water thinnable priming coat with cement primer.
30	Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground , all complete as per directions of Engineer-In-Charge.
31	With cement mortar 1:4 (1 cement : 4 fine sand).
32	Fixing chowkhat in existing opening in brick / RCC wall with dash fasteners/Chemical fasteners of appropriate size (3 nos on each vertical member of door chowkhat and 2 nos on each vertical member of window chowkhats), including Cost of dash fasteners/ chemical fastener.
33	Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:
34	Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm).
35	Providing & fixing White vitreous china water closet squatting pan (Indian type) along with "S" or "P" trap including dismantling of old WC seat and "S" or "P" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge.
36	Orissa pattern W.C Pan of size 580x440 mm
37	Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge.
38	Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge.
39	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:
40	White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap
41	Removing the damaged sanitary and water supply fittings and replacing them with new fittings including necessary white lead/ lead wool etc complete as directed by the Engineer - in - charge.
42	Unplasticised PVC connection pipe 15 mm nominal dia and 45 cm long with brass unions :
43	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall.
44	20 mm nominal outer dia. Pipes.
45	25 mm nominal outer dia .Pipes.
46	Providing and fixing PTMT bib cock of approved quality and colour.
47	15 mm nominal bore, 122 mm long. Weighing not less than 99 gms.
48	Providing and fixing PTMT stop cock of approved quality and colour.
49	20mm nominal bore, 89 mm long. Weighing not less than 88 gms.
50	Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge
51	25 mm average thickness
52	Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.
53	Bars upto 12 mm diameter
54	Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.
55	SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer.
56	Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness. Note: Rates shall be for finished surface area of concrete and shall include the cost of labour, concrete and appropriate approved Super- Plasticiser for rendering concrete as flowable and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc.
57	(Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument)
58	50mm thick in Grade M 25 with cement content not less than 330 kg per cum
59	Providing and erecting single scaffolding system on the external side up to three storey hight made with seasoned bamboo @ 1.50mtr Centre to centre both in horizontal and vertical direction joining with ropes and maintaining in a serviciable condition for the rerquired duration as approved and removing it there after. The scaffolding system shall be tied firmly with the building near by where ever required for maintenance work at required locations with essential safety features for workmen etc. complete as per direction and approval of Engineer-in-charge. (The elevation area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of the scaffolding.)
60	Shifting and re-fixing of scaffolding materials for removing trees from the external walls and roofs of Telephone Bhawan up to height about 18.00 mtr.as per the direction of E-I-C.