Tender For Civil Work - Development Work- Improvement And Development Of Swacchta Karamchari Shelter, Near Dav School, Sector-7,Rohini Ward-52 In Eemi/Rz, Dsr 2018 And Approved Items, rohini-Delhi

Tender For Civil Work - Development Work- Improvement And Development Of Swacchta Karamchari Shelter, Near Dav School, Sector-7, Rohini Ward-52 In Eemi / Rz, Dsr 2018 And Approved Items ; 2 15.2.1:Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In-Charge.Nominal Concrete 1:3:6 Or Richer Mix ( I / C Equivalent Design Mix ) 3 15.3: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. 4 15.7.4: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 5 15.56:Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface For Plaster Including Disposal Of Rubbish To The Dumping Ground Within 50 Metres Lead. 6 2.8.1: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, Lift Up To 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M.All Kinds Of Soil 7 2.25:Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundation Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Up To 1.5 M. 8 1.1.1_10:Disposal Of Materials By Mechanical Transportincluding Loading , Unloading And Stacking Lime , Moorum, Buildingrubbish Lead For 10 Km 9 6.4.2: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:Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 10 4.1.10: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 ( Zone-Iii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 11 16.64:Providing And Laying 75 Mm Thick Compacted Bed Of Dry Brick Aggregate Of 40 Mm Thick Nominal Size Including Spreading, Well Ramming, Consolidating And Grouting With Jamuna Sand, Including Finishing Smooth Etc.Complete As Per Direction Of Engineer-In- Charge. 12 6.1.2:Brick Work With Common Burnt Clay F.P.S ( Non Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth In:Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 13 4.11:Providing And Laying Damp-Proof Course 50Mm Thick With Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 20Mm Nominal Size Derived From Natural Sources ) . 14 4.13:Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Of Vg-10 Of Approved Quality Using 1.7Kg Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With Apiece Of Cloth Lightly Soaked In Kerosene Oil 15 5.9.3:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Suspended Floors, Roofs, Landings, Balconies And Access Platform 16 5.9.5:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Lintels, Beams, Plinth Beams, Girders Bressumers And Cantilevers 17 5.9.16.1:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Edges Of Slabs And Breaks In Floors And Wallsunder 20 Cm Wide 18 5.9.2:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Walls ( Any Thickness ) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. 19 5.3:Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Excluding The 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 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) . 20 5.22.6:Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Levelthermo - Mechanically Treated Bars Of Grade Fe-500D Or More 21 13.1.2:12 Mm Cement Plaster Of Mix:1:6 ( 1 Cement : 6 Fine Sand ) . 22 13.16.1:6 Mm Cement Plaster Of Mix:1:3 ( 1 Cement : 3 Fine Sand ) 23 13.41.1:Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade:New Work ( Two Or More Coats ) Over And Including Water Thinnable Priming Coat With Cement Primer 24 13.80:Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. 25 10.4:Providing And Fixing 1 Mm Thick M.S. Sheet Sliding- Shutters, With Frame And Diagonal Braces Of 40X40x6 Mm Angle Iron, 3 Mm M.S. Gusset Plates At The Junction And Corners, 25 Mm Dia Pulley, 40X40x6 Mm Angle And T-Iron Guide At The Top And Bottom Respectively, Including Applying A Priming Coat Of Approved Steel Primer. 26 9.21.3:Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 ( Part I ) Non- Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters:25 Mm Thick ( For Cupboard ) Including Isi Marked Nickel Plated Bright Finished M.S. Piano Hinges With Necessary Screws 27 9.62.1:Providing And Fixing Isi Marked Oxidised M.S. Sliding Door Bolts With Nuts And Screws Etc. Complete:300X16 Mm 28 9.63.1:Providing And Fixing Isi Marked Oxidised M.S. Tower Bolt Black Finish, ( Barrel Type ) With Necessary Screws Etc. Complete:250X10 Mm 29 9.66.1:Providing And Fixing Isi Marked Oxidised M.S. Handles Conforming To Is : 4992 With Necessary Screws Etc. Complete:125 Mm 30 17.13.1:Providing And Fixing White Vitreous China Water Closet Squatting Pan ( Indian Type ) :Long Pattern W.C. Pan Of Size 580 Mm 31 17.25.1:Providing And Fixing White Vitreous China Wash Basin Including Making All Connectionsbut Excluding The Cost Of Fittings:Flat Back Wash Basin Of Size 630X450 Mm 32 17.15:Providing And Fixing White Vitreous China Pedestal Type ( European Type / Wash Down Type ) Water Closet Pan. 33 17.23:Providing And Fixing White Vitreous China Flat Back Or Wall Corner Type Lipped Front Urinal Basin Of 430X260x350 Mm Or 340X410x265 Mm Sizes Respectively. 34 12.41.2: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.110 Mm Diameter 35 12.42.5.2:Providing And Fixing On Wall Face Unplasticised- Pvc Moulded Fittings / Accessories For 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 Expansionbend 87.5<Sup>0< / Sup>110 Mm Bend 36 17.28.1.1:Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including P.V.C. Waste Fittings Complete.Semi Rigid Pipe32 Mm Dia 37 17.69.2:Providing And Fixing Ptmt Waste Coupling For Wash Basin And Sink, Of Approved Quality And Colour.Waste Coupling 38 Mm Dia Of 83 Mm Length And 77 Mm Breadth, Weighing Not Less Than 60 Gms 38 18.12.2:Providing And Fixing G.I. Pipes Complete With G.I Fittings Including Trenching And Refilling Etc. External Work20 Mm Dia Nominal Bore 39 18.17.1:Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) :25 Mm Nominal Bore 40 18.18.1:Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete:15 Mm Nominal Bore 41 18.54.1:Providing And Fixing Ptmt Bib Cock Of Approved Quality And Colour.15 Mm Nominal Bore, 86 Mm Long, Weighing Not Less Than 88 Gms 42 18.55.1:Providing And Fixing Ptmt Stop Cock Of Approved Quality And Colour.15 Mm Nominal Bore, 86 Mm Long, Weighing Not Less Than 88 Gms 43 18.58.1.1:Providing And Fixing Ptmt Grating Of Approved Quality And Colour.Circular Type100 Mm Nominal Dia 44 18.74.1:Providing And Fixing Unplasticised P.V.C. Connection Pipe With Ptmt Nuts, Collar And Bush Approved Quality And Colour .15 Mm Nominal Bore With 30 Cm Length 45 17.32.4:Providing And Fixing Mirror Of Superior Glass ( Of Approved Quality ) And Of Required Shape And Size With Plastic Moulded Frame Of Approved Make And Shade With 6 Mm Thick Hard Board Backing :Rectangular Shape 1500X450 Mm 46 17.72:Providing And Fixing Ptmt Towel Ring Trapezoidal Shape 215 Mm Long, 200 Mm Wide With Minimum Distances Of 37 Mm From Wall Face With Concealed Fittings Arrangement Of Approved Quality And Colour, Weighing Not Less Than 88 Gms 47 18.48:Providing And Placing On Terrace ( At All Floor Levels ) Polyethylene Water Storage Tank :Isi 12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank. 48 11.40:Providing And Laying Rectified Glazed Ceramic Floor Tiles Of Size 300X300 Mm Or More ( Thickness To Be Specified By The Manufacturer ) , Of 1St Quality Conforming To Is : 15622, Of Approved Make, In All Colours, Shades, Except White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3 Kg / Sqm Including Pointing The Joints With White Cement And Matching Pigments Etc., Complete. 49 8.31:Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 ( Thickness To Be Specified By The Manufacturer ) , Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By EngineerIn-Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. 50 4.1.3:Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) 51 13.61.1:Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade:Two Or More Coats On New Work 52 14.5.1:Renewing Glass Panes, With Putty And Nails Wherever Necessary Including Racking Out The Old Putty :Float Glass Panes Of Nominal Thickness 4 Mm ( Weight Not Less Than 10Kg / Sqm ) 53 19.3.1:Providing And Laying Cement Concrete 1:5:10 ( 1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size ) Up To Haunches Of S.W. Pipes Including Bed Concrete As Per Standard Design:100 Mm Diameter S.W. Pipe 54 19.6.3:Providing And Laying Non-Pressure Np2 Class ( Light Duty ) R.C.C. Pipes With Collars Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 ( 1 Cement : 2 Fine Sand ) Including Testing Of Joints Etc. Complete:250 Mm Dia R.C. C. Pipe 55 2.10.1.2:Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 M, Including Getting Out The Excavated Soil. And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. And Disposing Of Surplus Excavated Soil As Directed, Within Alead Of 50 M:Pipes, Cables Etc. Exceeding 80 Mm Dia But Not Exceeding 300 Mm Dia 56 19.1.1:Providing, Laying And Jointing Glazed Stoneware Pipes Class Sp - 1 With Stiff Mixture Of Cement Mortar In The Proportion Of 1:1 ( 1 Cement : 1 Fine Sand ) Including Testing Of Joints Etc. Complete:100 Mm Diameter 57 19.21.2:Making Connection Of Drain Or Sewer Line With Existing Manhole Including Breaking Into And Making Goodthe Walls, Floors With Cement Concrete 1:2:4 Mix ( 1 Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size ) Cement Plastered On Both Sides With Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement And Making Necessary Channels For The Drain Etc. Complete.For Pipes 250 To 300 Mm Diameter 58 19.27.1:Constructing Brick Masonry Road Gully Chamber 50X45x60 Cm With Bricks In Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Including 500X450 Mm Pre- Cast R.C.C. Horizontal Grating With Frame Complete As Per Standard Design:With Common Burnt Clay F.P.S ( Non Modular ) Bricks Of Class Designation 7.5 59 12.21.1:Providing Gola 75X75 Mm In Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand: 4 Stone Aggregate 10 Mm And Down Gauge ) Including Finishing With Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) As Per Standard Design:In 75X75 Mm Deep Chase 60 12.22:Making Khurras 45X45 With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand: 4 Graded Stone Aggregate Of 20 Mm Nominal Size ) Over P.V.C. Sheet 1 Mx1 Mx400 Micron, Finished With 12 Mm Cement Plaster 1:3 ( 1 Cement : 3 Coarse Sand ) And A Coat Of Near Cement, Rounding The Edges, Making And Finishing The Outlet Complete.

INR 590 /-

INR 15250.0 /-

INR 7.60 Lakhs /-

Work Name: Development Work- Improvement and development of Swacchta Karamchari Shelter, Near DAV school, sector-7,Rohini ward-52 in EEMI/RZ, DSR 2018 and approved items

Sl. No.	Item Description
1	DSR 2019
2	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
3	15.3: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.
4	15.7.4: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
5	15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
6	2.8.1: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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
7	2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
8	1.1.1_10:Disposal of materials by mechanical transportincluding loading ,unloading and stacking lime ,moorum, buildingrubbish lead for 10 km
9	6.4.2: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:Cement mortar 1:6 (1 cement : 6 coarse sand)
10	4.1.10: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 (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
11	16.64:Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc.complete as per direction of Engineer-in- Charge.
12	6.1.2:Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
13	4.11:Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).
14	4.13:Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil
15	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
16	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
17	5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
18	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
19	5.3:Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the 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 graded stone aggregate 20 mm nominal size derived from natural sources).
20	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
21	13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
22	13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
23	13.41.1:Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade:New work (two or more coats) over and including water thinnable priming coat with cement primer
24	13.80:Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
25	10.4:Providing and fixing 1 mm thick M.S. sheet sliding- shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junction and corners, 25 mm dia pulley, 40x40x6 mm angle and T-iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer.
26	9.21.3:Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non- decorative Type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws
27	9.62.1:Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete:300x16 mm
28	9.63.1:Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete:250x10 mm
29	9.66.1:Providing and fixing ISI marked oxidised M.S. handles conforming to IS : 4992 with necessary screws etc. complete:125 mm
30	17.13.1:Providing and fixing white vitreous china water closet squatting pan ( Indian type):Long pattern W.C. pan of size 580 mm
31	17.25.1:Providing and fixing white vitreous china wash basin including making all connectionsbut excluding the cost of fittings:Flat back wash basin of size 630x450 mm
32	17.15:Providing and fixing white vitreous china pedestal type (European type / wash down type) water closet pan.
33	17.23:Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.
34	12.41.2: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.110 mm diameter
35	12.42.5.2:Providing and fixing on wall face unplasticised- PVC moulded fittings/ accessories for 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 Bend 87.5<sup>0</sup>110 mm bend
36	17.28.1.1:Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe32 mm dia
37	17.69.2:Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.Waste coupling 38 mm dia of 83 mm length and 77 mm breadth, weighing not less than 60 gms
38	18.12.2:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work20 mm dia nominal bore
39	18.17.1:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore
40	18.18.1:Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:15 mm nominal bore
41	18.54.1:Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than 88 gms
42	18.55.1:Providing and fixing PTMT stop cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than 88 gms
43	18.58.1.1:Providing and fixing PTMT grating of approved quality and colour. Circular type100 mm nominal dia
44	18.74.1:Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, Collar and bush approved quality and colour .15 mm nominal bore with 30 cm length
45	17.32.4:Providing and fixing mirror of superior glass ( of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 1500x450 mm
46	17.72:Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms
47	18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
48	11.40:Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete.
49	8.31:Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineerin-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
50	4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
51	13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
52	14.5.1:Renewing glass panes, with putty and nails wherever necessary including racking out the old putty :Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)
53	19.3.1:Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design:100 mm diameter S.W. pipe
54	19.6.3:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:250 mm dia R.C. C. pipe
55	2.10.1.2:Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within alead of 50 m:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
56	19.1.1:Providing, laying and jointing glazed stoneware pipes class SP - 1 with stiff mixture of cement mortar in the proportion of 1:1 ( 1 cement : 1 fine sand) including testing of joints etc. complete:100 mm diameter
57	19.21.2:Making connection of drain or sewer line with existing manhole including breaking into and making goodthe walls, floors with cement concrete 1:2:4 mix( 1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.For pipes 250 to 300 mm diameter
58	19.27.1:Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 ( 1 cement: 4 coarse sand) including 500x450 mm pre- cast R.C.C. horizontal grating with frame complete as per standard design:With common burnt clay F.P.S(non modular) bricks of class designation 7.5
59	12.21.1:Providing gola 75x75 mm in cement concrete 1:2:4 ( 1 cement : 2 coarse sand: 4 stone aggregate 10 mm and down gauge) including finishing with cement mortar 1:3 ( 1 cement : 3 fine sand) as per standard design:In 75x75 mm deep chase
60	12.22:Making Khurras 45x45 with average minimum thickness of 5 cm cement concrete 1:2:4 ( 1 cement : 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 mx1 mx400 micron, finished with 12 mm cement plaster 1:3 ( 1 cement : 3 coarse sand) and a coat of near cement, rounding the edges, making and finishing the outlet complete.