View Bid Results For Weed Cutter Tenders

We found 173 Bid Results related to weed cutter tenders. You can find Contractor details who won weed cutter tenders along with contract details in Bid awards announcements section.

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Showing 1–4 of 173 tenders matching your filters
1.
Educational and Research Institute #11331386 Technical Bid
Tender For Tender Form For Contract Work Of Field Research Trials- 1 Reffer Tender Documents 2 Stubble Picking And Stacking On Bunds. 3 Preparation Of Layout And Seed Pockets Experiment Wise, Line Sowing Of Experiments, Etc 4 Sowing Of Experiments And Application Of Fertilizers And Fym 5 Thinning And Gap Filling Of Experimental Plots 6 Hoeing By Hand Hoe 7 Hoeing By Bullock Pair 8 Weeding And Stacking Of Weeds On Bunds, Rouging 9 Irrigation Of Experimental Plots 10 Spraying Of Weedicides/ Insecticides/ Pesticides In Experimental Plots By Knapsack Sprayer 11 Recording Of Observation / Crossing Of Breeding Material 12 Harvesting And Tying Of Bundles Of Crops (Plot Wise) And Stacking On Threshing Floor. 13 Threshing And Winnowing (Plot Wise)/ Seed Plot 14 Sowing Of Breeder/Truthful Seed Plots 15 Rouging In Breeder/Truthful Experimental Plot 16 Pruning Of Ornamental/Flowering Plants, Fruit Plants And Giving Shape To The Plant/Hedge 17 Grass Cutting With The Help Of Brush Cutter And Cleaning Of Orchard 18 Preparation Of Potting Mixture And Filling And Keeping Bags In Beds 19 Earthling Up And Preparation Of Tree Basin 20 Fertilization Of Fruit Trees, Ornamental/Flowering Trees Or Vegetable Crop 21 Spraying Of Insecticide, Pesticide & Weedicide 22 Preparation Of Beds 23 Irrigation Of Mother Block/Garden Of Fruit/Flower/Vegetable Orchard 24 Weeding In Mother Block/ Garden 25 Application Of Bordeaux Paste
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
2.
Tourism #11320518 Technical Bid
Tender For Tourism Development Work Of Shri Ramjanaki Temple, Kotawari In Shahjahanpur District.-1 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 Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-Incharge. All Kinds Of Soil Dsr-2.6.1 170.25 Cum 133.12 127.80 21757.52 In All Kind Of Soil Upto 1.5M To 3.0M. Depth 2.6.1+2.26.1 18.74 Cum 228.22 219.09 4106.24 In All Kind Of Soil Upto 3.0M To 4.5M. Depth 2.6.1+(2.26.1* 2) 6.37 Cum 323.31 310.38 1977.88 2 Excavation Of Foundation In Ordinary Soil (Loam Clay Or Sand) Including Lift Upto 1.50 Meter And Lead Upto 30 Meter And Including Filling, Watering And Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building And Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Sur-Plus Earth As Directed By The Engineer Incharge Up To A Distance Of 30 Meters From The Foundation Trenches. Dsr-2.1.1 35.61 Cum 97.38 93.49 3329.14 3 Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 And For All Lift. Dsr-2.25 8.70 Cum 147.00 141.12 1227.84 4 Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete Dsr-2.25(A) 55.60 Cum 525.36 504.34 28041.40 5 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) Dsr-4.1.8 70.78 Cum 5108.83 4904.47 347162.56 6 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. Dsr-2.27 26.31 Cum 1592.76 1529.05 40229.27 7 Diluting And Injecting Chemical Emulsion For Postonstructional Anti-Termite Treatment (Excluding The Cost Of Chemical Emulsion) : Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 20% With 1% Concentration Dsr-2.35.3.1 194.47 Sqm 232.53 223.23 43411.24 8 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). Dsr-5.3 82.66 Cum 8628.83 8283.68 684729.10 9 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 (Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size De Rived From Natural Sources) Footing Dsr-5.1.2 21.98 Cum 6784.08 6512.72 143149.60 10 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. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : 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) Dsr-5.2.2 22.97 Cum 8139.44 7813.86 179484.39 Abstract Of Cost Delhi Schedule Of Rate Effective From 12/07/2023 X (0.735X106/107X1.03) Has Been Followed. Proposed Tourism Development Of Ramjanki Temple At Kotawari, Tilhar, Sahjahanpur, U.P. 11 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers Dsr-5.9.5 257.49 Sqm 552.28 530.19 136518.66 12 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Suspended Floors, Roofs, Landings, Balconies And Access Platform Dsr-5.9.3 407.10 Sqm 695.41 667.60 271778.96 13 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete Dsr-5.9.1 63.96 Sqm 294.10 282.34 18058.37 14 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Columns, Pillars, Piers, Abutments, Posts And Struts Dsr-5.9.6 208.86 Sqm 720.95 692.11 144554.66 15 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) Dsr-6.1.1 16.84 Cum 5527.80 5306.69 89341.45 16 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) Dsr-6.1.2 51.30 Cum 5349.01 5135.05 263427.92 17 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). Dsr-4.11 2.14 Sqm 371.80 356.93 763.83 18 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 A Piece Of Cloth Lightly Soaked In Kerosene Oil. Dsr-4.13 44.55 Sqm 109.61 105.22 4687.75 19 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) Dsr-6.4.2 80.04 Cum 6829.23 6556.06 524747.32 20 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. Cement Mortar 1:4 (1 Cement :4 Coarse Sand) Dsr-6.13.2 60.18 Sqm 842.82 809.11 48692.17 21 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More Dsr-5.22A.6 186.64 Qtl 8088.48 7764.94 1449250.34 22 15 Mm Cement Plaster On Plinth Side Of Single Or Half Brick Wall Of Mix : 1:4 (1 Cement: 4 Coarse Sand) Dsr-13.5.1 65.74 Sqm 308.80 296.45 19488.62 23 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix: 1:6 (1 Cement: 6 Coarse Sand) Dsr-13.5.2 252.10 Sqm 296.50 284.64 71758.35 24 12 Mm Cement Plaster Of Mix : 1:6 (1 Cement: 6 Coarse Sand) Dsr-13.4.2 609.85 Sqm 257.73 247.42 150888.63 25 Add For Plaster Drip Course/ Groove In Plastered Surface Or Moulding To R.C.C. Projections. Dsr-5.30 315.01 Rm 58.80 56.45 17781.09 26 Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 40 Mm Thick With 20 Mm Nominal Size Stone Aggregate Dsr-11.3.1 29.40 Sqm 460.63 442.21 13000.95 27 Cement Plaster Skirting Up To 30 Cm Height, With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand), Finished With A Floating Coat Of Neat Cement.18 Mm Thick Dsr-11.6.1 3.35 Sqm 496.52 476.66 1596.81 26 Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm Dsr-11.41.2 137.75 Sqm 1165.05 1118.45 154065.99 27 Providing And Laying Vitrified Tiles In Different Sizes (Thickness To Be Specified By Manufacturer), With Water Absorption Less Than 0.08 % And Conforming To |.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm Dsr-11.46.2 10.17 Sqm 1217.25 1168.56 11884.22 28 Providing And Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Is : 15622 (Thickness To Be Specified By The Manufacturer ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. Dsr-11.37A 148.53 Sqm 812.00 779.52 115781.77 29 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 Colours 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 @ 3.3Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Dsr-11.39 4.40 Sqm 997.47 957.57 4213.30 30 Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 (1 Cement: 4 Coarse Sand). Ordinary Cement Without Any Pigment 11.20.4 6.12 Sqm 792.24 760.55 4654.54 31 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) 35 Mm Thick Dsr-9.5.1.1 6.30 Sqm 3083.86 2960.50 18651.18 32 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) 30 Mm Thick Dsr-9.5.1.2 83.22 Sqm 2810.38 2697.97 224524.67 33 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: 35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws Dsr-9.21.1 15.33 Sqm 1794.43 1722.65 26408.23 34 Providing 40X5 Mm Flat Iron Hold Fast 40 Cm Long Including Fixing To Frame With 10 Mm Diameter Bolts, Nuts And Wooden Plugs And Embedding In Cement Concrete Block 30X10X15Cm 1:3:6 Mix (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size). Dsr-9.53 128.00 Nos 171.63 164.77 21090.11 35 Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding Dsr-9.48.1 937.05 Kg 164.32 157.75 147816.54 36 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10X10 Cm Of C.C. 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size). Dsr-10.13.1 100.80 Kg 106.27 102.02 10283.67 37 Providing And Fixing Angle Iron Frames For Doors, Windows And Ventilators Of Mild Steel Angle Sections Of Size 35X35X5 Mm, Joints Mitred And Welded By Angle Iron 35X35X5 Mm Or 35X 5 Mm Flat Pieces To The Existing T-Iron Frame Or To The Wall With Dash Fastener, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer, All Complete As Per The Direction Of Engineer-In-Charge. Dsr-10.31 125.00 Kg 97.87 93.96 11744.60 38 Providing And Fixing Stainless Steel ( Grade 304) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I/C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-Incharge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.). Dsr 10.28 133.33 Kg 579.28 556.11 74146.05 39 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).(Sal Wood) Dsr-9.1.2 1.61 Cum 87387.28 83891.79 135065.79 40 Fixing Of Door, Windows/Ventilators Chaukhats In Position. (A) Door Chaukhats Above 1.5 Sqm To 5.0Sqm Mr 19.00 Nos 150.00 144.00 2736.00 (B) Window Chaukhats Above 1.5 Sqm 12.00 Nos 100.00 96.00 1152.00 (C) Ventilator Chaukhats 7.00 Nos 50.00 48.00 336.00 41 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) Dsr-13.47.1 407.00 Sqm 128.32 123.19 50137.46 42 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 Dsr-13.41.1 434.15 Sqm 139.23 133.66 58030.01 43 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. Dsr-13.80 841.15 Sqm 117.03 112.35 94505.07 44 Providing And Fixing Isi Marked Oxidised M.S. Sliding Door Bolts With Nuts And Screws Etc. Complete :250X16 Mm Dsr-9.62.2 11.00 Nos 145.27 139.46 1534.05 45 Providing And Fixing Isi Marked Oxidised M.S. Tower Bolt Black Finish, (Barrel Type) With Necessary Screws Etc. Complete : 250X10 Mm Dsr-9.63.1 21.00 Nos 62.92 60.41 1268.53 200X10 Mm Dsr-9.63.2 65.00 Nos 52.05 49.97 3247.81 46 Providing And Fixing Isi Marked Oxidised M.S. Handles Conforming To Is:4992 With Necessary Screws Etc. Complete :100 Mm Dsr-9.66.2 54.00 Nos 24.41 23.44 1265.50 47 Providing And Fixing Bright Finished Brass Hanging Type Floor Door Stopper With Necessary Screws, Etc. Complete Dsr-9.82 1.00 Nos 91.23 87.59 87.59 48 Providing And Laying Integral Cement Based Water Proofing Treatment Including Preparation Of Surface As Required For Treatment Of Roofs, Balconies, Terraces Etc Consisting Of Following Operations: (A) Applying A Slurry Coat Of Neat Cement Using 2.75 Kg/Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is. 2645 And Approved By Engineer-In-Charge Over The Rcc Slab Including Adjoining Walls Upto 300 Mm Height Including Cleaning The Surface Before Treatment. (B) Laying Brick Bats With Mortar Using Broken Bricks/Brick Bats 25 Mm To 115 Mm Size With 50% Of Cement Mortar 1:5 (1 Cement : 5 Coarse Sand) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineerin- Charge Over 20 Mm Thick Layer Of Cement Mortar Of Mix 1:5 (1 Cement :5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineerin- Charge To Required Slope And Treating Similarly The Adjoining Walls Upto 300 Mm Height Including Rounding Of Junctions Of Walls And Slabs. (C) After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry Using 2.75 Kg/ Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge. (D) Finishing The Surface With 20 Mm Thick Jointless Cement Mortar Of Mix 1:4 (1 Cement :4 Coarse Sand) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge Including Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finishing The Surface With Trowel With Neat Cement Slurry And Making Pattern Of 300X300 Mm Square 3 Mm Deep. (E) The Whole Terrace So Finished Shall Be Flooded With Water For A Minimum Period Of Two Weeks For Curing And For Final Test.“All Above Operations To Be Done In Order And As Directed And Specified By The Engineer-In-Charge : With Average Thickness Of 120 Mm And Minimum Thickness At Khurra As 65 Mm Dsr-22.7.1 198.55 Sqm 1263.41 1212.87 240815.58 49 Finishing With Deluxe Multi Surface Paint System For Interiors And Exteriors Using Primer As Per Manufacturers Specifications : Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/ 10 Sqm Over An Under Coat Of Primer Applied @ 0.80 Ltr/ 10 Sqm Of Approved Brand And Manufacture Dsr-13.48.3 144.65 Sqm 128.02 122.90 17777.47 50 Finishing With Deluxe Multi Surface Paint System For Interiors And Exteriors Using Primer As Per Manufacturers Specifications : Painting Wood Work With Deluxe Multi Surface Paint Of Required Shade. Two Or More Coat Applied @ 0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @0.75 Ltr/10 Sqm Of Approved Brand And Manufacture Dsr-13.48.2 209.70 Sqm 132.18 126.90 26610.03 51 Providing & Fixing Panes Of Glass With Equal Or Equivalent I.S.I Marked Quality Putty. Brads And Springs And Including Supply Of All Materials And Labour Etc Complete . 3.8 To 4.7 Mm Thick Dsr-10.30.1 44.76 Sqm 805.96 773.72 34631.80 52 Supply And Fixing Of Drop Down Rail / Grab Bars Mr 4.00 Nos. 4400.00 4224.00 16896.00 53 Providing, Driving With Hydraulic Piling Rigs With Power Units And Installing Driven Cast-In-Situ Reinforced Cement Concrete Piles Of Grade M-25 Of Specified Diameter And Length Below The Pile Cap, To Carry Safe Working Load Not Less Than Specified, Excluding The Cost Of Steel Reinforcement But Including The Cost Of Shoe And The Length Of Pile To Be Embedded In The Pile Cap Etc. All Complete. (Length Of Pile For Payment Shall Be Measured From Top Of Shoe To The Bottom Of Pile Cap) : 400 Mm Dia Piles Dsr-20.1.1 48.00 Rm 2075.18 1992.17 95624.30 54 Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade : (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) : 30 Mm Thick Dsr-8.14.1.5 50.74 Sqm 3971.79 3812.92 193478.98 55 Stone Work In Plain Ashlar In Super Structure Upto Floor Five Level In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Including Pointing With Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade Both Face Dressed Red Sand Stone Dsr-7.12.1.1 3.56 Cum 51218.78 49170.03 175241.97 56 Extra For Stone Work Ashlar Sunk Or Moulded Or Sunk And Moulded Or Carved In : Triangular Or Square Or Rectangular Pillars Dsr-7.21.1 3.56 Cum 2834.15 2720.79 9696.89 57 Providing And Fixing Stainless Steel Cramps Of Required Size And Shape For Anchoring Stone Wall Lining To The Backing Or Securing Adjacent Stones In Stone Wall Lining In Cement Mortar 1:2 (1 Cement : 2 Coarse Sand), Including Making The Necessary Chases In Stone And Holes In Walls Wherever Required. Dsr-8.15 99.58 Kg. 535.78 514.35 51219.04 58 Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade : (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) :Red Sand Stone - Exposed Face Machine Cut And Table Rubbed With Rough Backing. 50Mm Dsr 8.14.1.3 37.80 Sqm. 4342.28 4168.59 157572.62 59 Providing And Fixing Copper Pins 7.5 Cm Long 6 Mm Diameter For Securing Adjacent Stones In Stone Wall Lining In Cement Mortar 1:2 (1 Cement : 2 Coarse Sand), Including Making The Necessary Chases. Dsr 8.16 30.00 Nos. 32.92 31.61 948.21 60 Providing And Fixing Stone Jali 40 Mm Thick Throughout In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand), Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment, Matching The Stone Shade, Jali Slab Without Any Chamfers Etc. Red Sand Stone Dsr 7.33.1 4.50 Sqm. 11198.29 10750.35 48376.59 61 Stone Work, Plain In Copings, Cornices, String Courses And Plinth Courses, Upto 75 Mm Thick In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand), Including Pointing With White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade.: Red Sand Stone Dsr 7.32.1 0.47 Cum. 70303.46 67491.32 31720.92 62 Carving & Engraving Work On Red Sand Stone (Labour Only) M.R. 9.73 Sqm. 15615.00 14990.40 145856.59 63 Manufacturing, Supplying And Fixing Retro Reflective Overhead Signage Boards Made Up Of 2 Mm Thick Aluminium Sheet, Face To Be Fully Covered With High Intensity And Encapsulated Lens Type Heat Activated Retro Reflective Sheeting Conforming To Type - Iii Of Astm-D-4956-01 As Approved By Engineer-In-Charge, Letters, Borders Etc. As Per Irc : 67-2001 In Silver White With Blue Colour Back Ground And With High Intensity Grade, Pasted On Substrate By Pressure Sensitive Adhesive Backing Which Shall Be Activated By Applying Pressure Conforming To Class Ii Of Astm-D-4956-01 And Fixing The Same To The Plate Of Structural Frame Work By Means Of Suitable Sized Aluminium Alloys, Rivets Or Bolts & Nuts @ 300 Mm Centre To Centre All Along The Periphery As Well As In Two Vertical Rows Along With Theft Resistant Measures, Including The Cost Of Painting With Two Or More Coats Of Epoxy Paint In Grey Colour On The Back Side Of Aluminium Sheet Including Appropriate Priming Coat. The Rate Includes The Cost Of Rounding Off The Corners, Lowering Down The Structural Frame Work From The Gantry, Fixing And Erecting The Same In Position All Complete As Per Drawings, Specification And Direction Of The Engineerincharge.( Structural Frame Work Including M.S. Plate To Be Provided Separately. Rectangular Area Of The Sheet Only Shall Be Measured For Payment). Overhead Informatory Road Signage Dsr 16.60.1 8.64 Sqm. 4409.78 4233.39 36576.45 64 Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. Dsr 8.2.2.2 34.45 Sqm 3852.10 3698.01 127396.50 65 Making Plinth Protection 50 Mm Thick Of Cement Concrete 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) Over 75 Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. Dsr-4.17 6.00 Sqm 561.96 539.48 3236.87 66 Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50 Mm Thick Compacted Bed Of Sand, Compacting And Proper Embedding/Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand. Complete All As Per Direction Of Engineer-In-Charge.80 Mm Thick C.C. Paver Block Of M-35 Grade With Approved Colour Design And Pattern Dsr-16.91.2 207.07 Sqm 818.60 785.85 162723.31 1 Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern With Manually Controlled Device (Handle Lever) Conforming To Is : 7231, With All Fitting And Fixtures Completed Including Cutting And Making Good The Walls And Floors Wherever Required.White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests 17.1.1 2.00 Nos. 5075.38 4872.36 9744.73 2 Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Isi Marked White Solid Plastic Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern With Manually Controlled Device (Handle Lever), Conforming To Is : 7231, With All Fittings And Fixtures Complete Including Cutting And Making Good The Walls And Floors Wherever Required. W.C. Pan With Isi Marked White Solid Plastic Seat And Lid 17.2.1 3.00 Nos. 4886.50 4691.04 14073.11 3 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 A) White Vitreous China Flat Back Wash Basin Size 550X 400 Mm With Single 15 Mm C.P. Brass Pillar Tap. 17.7.4 4.00 Nos. 1409.35 1352.98 5411.91 4 Providing And Fixing White Vitreous China Flat Back Or Wall Corner Type Lipped Front Urinal Basin Of 430X260X350 Mm And 340X410X265 Mm Sizes Respectively With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.I Clamps Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required A) One Urinal Basin With 5 Litre White P.V.C. Automatic Flushing Cistern 17.4.1 3.00 Nos. 4918.90 4722.14 14166.42 5 Providing And Fixing Flexible P.V.C. Waste Pipe For Sink Or Wash Basin Including Pvc Waste Fittings Complete. Flexible Pipe 17.28.2 A) 32Mm Dia 17.28.2.1 4.00 Nos. 89.66 86.07 344.29 B) 40Mm Dia 17.28.2.2 2.00 Nos. 89.66 86.07 172.15 6 Providing And Fixing 600X450 Mm Beveled Edge Mirror Of Superior Glass (Of Approved Quality) Complete With 6 Mm Thick Hard Board Ground Fixed To Wooden Cleats With C.P. Brass Screws And Washers Complete. 17.31 4.00 No. 1205.92 1157.69 4630.74 7 Providing And Fixing Cp Brass Single Lever Lelephonic Wall Mixture Of Quality & Make And As Per Thedirection Of Enginer-Incharge. A) 15Mm Dia Nominal Dia. 17.22B 2.00 Each 5205.39 4997.17 9994.34 8 Providing And Fixing 8 Mm Dia C.P./S.S. Jet With Flexible Tube Upto 1 Meter Long With S.S. Triangular Plate For Eureopean Type W.C. Of Quality And Make As Approved By Engineer-In-Charge. 15Mm Nominal Bore 17.16A 2.00 Each 261.85 251.38 502.76 Sanitary Fixtures & Accessories : I 9 Providing And Fixing Ptmt Towel Rail Complete With Brackets Fixed To Wooden Cleats With Cp Brass Screws With Concealed Fittings Arrangement Of Approved Quality And Colour. 600 Mm Long Towel Rail With Total Length Of 645 Mm, Width 78 Mm And Effective Height Of 88 Mm, Weighing Not Less Than 190 Gms. Dsr-17.73.2 1.00 Each 531.69 510.43 510.43 10 Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements, Weighing Not Less Than 106 Gms. Dsr-18.65 1.00 Each 83.58 80.24 80.24 11 Providing And Fixing C.P. Brass Ablution Health Faucet Assembly With 1.0 M Long Braided Pvc Hose With Mounting Bracket Fixed On Wall Complete.[For Ewc]-Make-Jaquar Ald565 Mr 2.00 Each 1705.00 1636.80 3273.60 12 Providing And Fixing C.P. Brass Two-Way Angle Valve For Ewc Points & For Fixing Ablution Health Faucet Of Approved Quality Conforming To Is:8931. 15 Mm Nominal Bore-Essco Sqt 526A Mr 2.00 Each 1335.00 1281.60 2563.20 1 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. A) 110Mm Diameter 12.41.2 31.30 Mtr 283.04 271.72 8504.80 2 Making Khurras 45X45 Cm 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 Pvc Sheet 1M X 1 M X 400 Micron, Finished With 12 Mm Cement Plaster 1:3 (1 Cement : 3 Coarse Sand) And A Coat Of Neat Cement,Punning,Rounding The Edges And Making And Finishing The Outlet Complete. A) 110Mm 12.22 7.00 Nos. 223.68 214.73 1503.13 3 Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised - Pvc Rain Water Pipes By Means Of 50X50X50Mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length Including Cutting Brick Work And Fixing In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) And Making Good The Wall Etc. Complete. A) 110Mm 12.43.2 20.00 Nos. 278.47 267.33 5346.54 4 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 12.41.2 Rm. 283.04 271.72 5 Providing And Fixing To The Inlet Mouth Of Rain Water Pipe Cast Iron Grating 15 Cm Diameter And Weighing Not Less Than 440 Grams. Dsr-12.44 8.00 Nos. 41.02 39.38 315.06 6 Providing And Fixing In Floor And Wall Face Ringfit Upvc Astral Ultradrain Conventional System For Soil And Waste Water Pipes Conforming To (Hsn Code: 3917) Type B Including Jointing With Seal Ring. (I) Double Socketed Pipes. A) 110Mm Dia P.V.C. Pipe Nsr 20.00 Rm. 485.00 465.60 9312.00 B) 90Mm Dia P.V.C. Pipe Nsr 25.00 Rm. 390.00 374.40 9360.00 6 Providing & Fixing Upvc Floor Trap Of Self Cleansing Design With Cp Jali Complete In All Respects. (Make : Supreme / Finolex / Prince) P-Trap Type Floor Trap 110 X 90 Mm Nsr 12.00 No. 195.00 187.20 2246.40 7 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/Accessories For Unplasticised Rigid Pvc Pipes Including Jointing With Seal Ring Leaving 10 Mm Gap For Thermal Expansion.. (Make : Supreme / Finolex / Prince) Door Tee 110X110X110 Mm Nsr 2.00 No. 280.00 268.80 537.60 110X110X90 Mm Nsr 2.00 No. 200.00 192.00 384.00 Bend 110 Mm Nsr 2.00 No. 170.00 163.20 326.40 Soil Waste & Vent Pipes And Fittings - Ii 90 Mm Nsr 2.00 No. 160.00 153.60 307.20 1 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge.Lls Etc. (Internal Work) I) Exposed On Wall A) 32Mm Nominal Dia Pipe 18.9.4 30.00 Rm. 328.94 315.78 9473.44 3 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 1.00M 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) I) Exposed On Wall A) 25Mm Dia Nominal Outer Dia Pipes 18.7.3 20.00 Rm. 301.15 289.11 5782.13 4 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings I/C Fixing The Pipe With Clamps At 1.00M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testiang Of Joints Complete As Per Direction Of Engineer In Charge. Concealed Work Including Cutting Chases And Making Good The Walls Etc. A) 15Mm Dia Nominal Outer Dia Pipes 18.8.1 70.00 Rm. 373.34 358.40 25088.28 B) 20Mm Dia Nominal Outer Dia Pipes 18.8.2 20.00 Rm. 403.19 387.06 7741.18 C) 25Mm Dia Nominal Outer Dia Pipes 18.8.3 Rm. 470.42 451.60 5 Providing & Fixing G.I. Pipes Complete With G.I. Fittings & Clamps Including Cutting & Making Good The Walls Etc. (Internal Work) I) Exposed On Wall A) 25Mm Dia Nominal Bore (Medium Duty) Dsr-18.10.3 20.00 Rm. 413.76 397.21 7944.21 Ii) Concealed Pipe Including Painting With Anticorrosive Bitumatic Paint, Cutting Chases And Making Good The Wall. A) 15Mm Dia Nominal Bore Dsr-18.11.1 15.00 Rm. 435.32 417.91 6268.65 2 Painting G.I. Pipes And Fittings With Synthetic Enamel White Paint Over A Ready Mixed Priming Coat, Both Of Approved Quality For New Work. A) 15Mm Dia Nominal Bore. Dsr-18.38.1 15.00 Rm. 14.55 13.97 209.51 B) 25Mm Dia Nominal Bore. Dsr-18.38.3 10.00 Rm. 22.69 21.78 217.79 2 Providing And Fixing 45 Cm Long Unplasticised Pvc Connection Pipe With Brass Unions. A) 15Mm Nominal Bore Dsr18.21.2.1 4.00 Nos. 73.31 70.38 281.51 5 Providing & Fixing Cp Brass Bib Cock Of Approved Quality Conforming To Is 8931 A) 15Mm Nominal Bore 18.49.1 7.00 Nos. 380.09 364.88 2554.19 6 Providing & Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 690 Gms. A) 15Mm Nominal Bore 18.51.1 7.00 Nos. 599.19 575.22 4026.57 7 Providing & Fixing C.P. Brass Angle Valve For Basin Mixer And Gyser Points Of Approved Quality Conforming To Is 8931 A) 15Mm Nominal Bore 18.53.1 14.00 Nos. 430.71 413.48 5788.75 8 Providing And Fixing Gun Metal Gate Valve With Wheel Of Approved Quality. A) 25Mm Dia Nominal Bore 18.17.1 2.00 Each 466.78 448.11 896.23 B) 32Mm Dia Nominal Bore 18.17.2 1.00 Each 517.18 496.50 496.50 C) 50Mm Dia Nominal Bore 18.17.4 Each 769.96 739.16 Water Supply Pipes And Fittings - Iii 9 Providing And Fixing Ball Valve (Brass) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete 20Mm Dia Nominal Bore 18.18.2 1.00 Each 346.86 332.99 332.99 A) 25 Mm Nominal Bore 18.18.3 2.00 Nos. 348.03 334.10 668.21 10 Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Of Approved Brand And Manufacture 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. 18.48 A) Circular Tank 18.48 2500.00 Ltrs 8.25 7.92 19799.33 11 Providing And Fixing Stone Slab Table Rubbed, Edges Rounded And Polished Of Size 75X50Cm Deep And 1.8Cm Thick Fixed In Urinal Partitions By Cutting A Chase Of Appropriate Width With Chase Cutter And Embedding The Stone In The Chase With Epoxy Grout Or With Cement Concrete 1:2:4 (1Cement: 2Coarse Sand: 4Graded Stone Aggregate 6Mm Nominal Size) As Per Direction Of Engineerin-Charge And Finished Smooth. 8.10 Granite Stone Of Approved Shade Dsr-8.10.2 1.08 Sqm. 3038.79 2917.23 3150.61 1 Providing & Fixing Soil, Waste And Vent Pipes. A) 100Mm Dia Centrifugally Cast Iron S & S Pipe. Dsr17.35.1.2 6.00 Rm. 885.53 850.11 5100.67 2 Providing Lead Caulked Joints To Sand Cast Iron/Centrifugally Cast (Spun) Iron Pipes & Fitting Of Diameters. A) 100Mm Dsr-17.58.1 2.00 Each 466.86 448.18 896.37 3 Providing & Fixing M.S. Holder Bat Clamps Of Approved Design To Sand Cast Iron/Centrifugally Cast (Spun) Iron S & S Pipe Embeded In & Including Cement Concrete Blocks 10X10X10Cm. Of 1:2:4 Mix (1 Cement : 2 Coarse : 4 Graded Stone Aggregate 20Mm Nominal Size). Including Cost Of Cutting Holes & Making Good The Walls Etc. A) For 100Mm Dia Pipe. Dsr-17.37.1 2.00 Each 272.13 261.24 522.49 4 Providing & Fixing Cast Iron Trap Of Self Cleansing Design With Or Without Ventarm Complete, Including Cost Of Cutting & Making Good The Walls & Floors. A) 100Mm Inlet & 75Mm Outlet. Dsr17.60.2.1 1.00 No. 1481.31 1422.06 1422.06 5 Providing & Fixing Cast Iron Coller. A) 100Mm Dia. Dsr17.57.1.2 2.00 No. 384.85 369.46 738.91 6 Providing And Fixing Plain Cast Iron S & S Sanitary Bend. A) 100Mm Dsr17.39.1.2 2.00 Nos. 427.52 410.42 820.84 1 Providing And Fixing In Floor And Wall Face Ringfit Upvc Astral Ultradrain Conventional System For Soil And Waste Water Pipes Conforming To (Hsn Code: 3917) Type B Including Jointing With Seal Ring. (I) Double Socketed Pipes. A) 110Mm Dia P.V.C. Pipe Mr 7.50 M 485.00 465.60 3492.00 2 Providing And Fixing Square Mouth S.W. Gully Trap Grade A Complete With C.I. Grating Brick Masonry Chamber With F.P.S. Bricks Of Class Designation 75 And Water Tight C.I. Cover With Frame Of 300 X 300Mm. Size (Inside) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design. A) 150 X 100 Mm. Size P Type With Sewer Bricks Conforming To Is : 4885 Dsr-19.4.2.1 1.00 Nos 2050.58 1968.56 1968.56 Soil Waste & Vent Pipes And Fittings - Ii Schedule Of Quantities For Internal Sewerage System - Iv 3 Constructing Brick Masonry Manhole In Cement Mortar 1:4 (1 Cement :4 Coarse Sand) Rcc Top Slab With 1:2:4 Mix (1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1:4:8 Mix (1 Cement :4 Coarse Sand :8 Graded Stone Aggregate 40Mm Nominal Size) Inside Plastering 12Mm Thick With Cement Mortar 1:3 (1 Cement :3 Coarse Sand) Finished With Floating Coat Fo Neat Cement And Making Channels In Cement Concrete 1:2:4 (1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20Mm Nminal Size) Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design 19.7 Inside Size 90X80Cms And 45Cms Deep Including Ci Cover With Frame (Light Duty) 455X610Mm Internal Diamensions Total Weight Of Cover And Frame To Be Not Less Than 38 Kg (Weight Of Cover 23 Kg And Weight Of Frame 15Kg). 19.7.1 With Fps Bricks Of Class Designation 150 Dsr-19.7.1.1 1.00 Each 9577.59 9194.49 9194.49 External Sewerage Works 1 Excavating Trenches In All Kind Of Soil Of Required Width For Pipes. Including Excavation For Sockets And Dressing Of Sides, Ramming Of Bottoms, Including Getting Out The Excavated Soil & Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth Including Consolidating Each Deposited Layer By Ramming, Watering, Etc & Disposing Of Surplus Excavated Soil As Directed Within A Lead Of 50M. Up To 1.50 M Depth Pipes 80 Mm To 300 Mm Diameter 2.10.1.2 20.00 Rm 264.10 253.54 5070.79 2 Providing And Fixing In Floor And Wall Face Ringfit Upvc Astral Ultradrain Conventional System For Soil And Waste Water Pipes Conforming To (Hsn Code: 3917) Type B Including Jointing With Seal Ring. (I) Double Socketed Pipes. 160Mm Dia Under Floor (For External Sewer) Nsr 20.00 Metre 1190.00 1142.40 22848.00 3 Constructing Brick Masonry Manhole With F.P.S. Bricks In Cement Mortar 1 : 4 (1 Cement : 4 Coarse Sand) Rcc Top Slab With 1 : 2 : 4 Mix (1 Cement : 2 Coarse Sand : 4 Grade Stone Aggregate 20Mm 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 (1Cement 3 Coarse Sand) Finished With A Floating Coat Of Neat Cement And Making Channels In Cement Concrete 1:2:4 (1Cement : 2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size) Finishd With A Floating Coat Of Neat Cement Complete As Per Standard Design Inside Size 90 X 80 Cm & 45 Cm Deep Including Ci Cover With Frame (Light Duty) 455 X 610 Mm Internal Dimension Total Wt. Of Cover & Frame To Be Not Less Than 38 Kg (Wt. Of Cover 23 Kg And Wt. Of Frame 15 Kg) 19.7.1.1 3.00 Nos 9577.59 9194.49 27583.46 4 Extra For Depth For Manhole With F.P.S. Bricks Size 90 X 80 Cm 19.8.1.1 0.30 Rm 6618.83 6354.07 1906.22 5 Providing M.S. Foot Rests Including Fixing In Manholes With 20*20*10 Cm Cement Concrete Blocks 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) As Per Standard Design : With 20 X 20 Mm Square Bar 19.15.1 3.00 Nos 408.51 392.17 1176.51 6 Providing And Fixing Square Mouth S.W. Gully Trap Grade `A Complete With C.I. Grating Brick Masonry Chamber With F.P.S Bricks And Water Tight Ci Cover With Frame Of 300 X 300 Mm Size (Inside) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design 180 X 150 Mm. Size P Type 19.4.3.1 2.00 Nos 2101.54 2017.48 4034.96 7 Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honey Comb Shaft With Bricks And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Long Complete As Per Standard Design. With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 19.32.1 1.00 Nos 20145.75 19339.92 19339.92 8 Providing M.S. Foot Rests Including Fixing In Manholes With 20X20X10 Cm Cement Concrete Blocks 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) As Per Standard Design With 20X20 Mm Square Bar Dsr-19.15.1 8.00 Nos. 408.51 392.17 3137.37 9 Providing And Fixing S.C.I. Tee 150 Mm At The Inlet And Outlet Of Septic Tank. Dsr-7087 2.00 Nos. 621.00 596.16 1192.32 10 Providing And Fixing Soil, Waste And Vent Pipes:75 Mm Diameter Sand Cast Iron S&S Pipe As Per Is: 1729 Dsr17.35.2.1 3.00 Rmt. 783.54 752.19 2256.58 11 Providing & Fixing Of 75Mm Dia Sand Cast Iron S&S As Per Is - 1729 Terminal Guard. Dsr17.56.2.1 2.00 Nos. 255.52 245.30 490.59 12 Providing & Fixing 75Mm Plane Sand Cast Iron S&S Bend Of Required Drgtee. Dsr17.39.2.1 2.00 Nos. 282.18 270.89 541.78 13 Providing Lead Caulked Joints To Sand Cast Iron/ Cetrifugally Cast (Squn) Irons Pipes & Fitting Of 50 Mm Dia Dsr-17.58.2 2.00 Nos. 394.67 378.89 757.77 14 Providing And Fixing In Position Precast Rcc Manhole Cover And Frame Of Required Shape And Approved Quality.M.D. -10- Circular Shape 500Mm Internal Diameter Dsr19.19.2.2 2.00 Nos. 879.42 844.24 1688.49 1 Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable Etc. As Required Dsr 1.10.3 51.00 Each 1115.37 1070.76 54608.68 2 Wiring For Twin Control Light Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, 2Way Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable Etc. As Required Dsr 1.11 4.00 Each 1187.60 1140.10 4560.39 3 Supplying And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. Dsr 1.21.1 17.00 Metre 97.32 93.43 1588.26 4 Wiring For Circuit/ Submain Wiring Along With Earth Wire With The Following Sizes Of Frls/Hffr Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required.2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire Dsr 1.14.1 650.00 Metre 177.15 170.07 110542.86 5 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required 2 X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire Dsr 1.14.2 188.00 Metre 285.12 273.71 51457.72 6 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required 2 X 4 Sq. Mm + 1 X 4 Sq. Mm Earth Wire Dsr 1.14.3 202.00 Metre 253.94 243.79 49244.67 7 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire Dsr 1.14.4 105.00 Metre 333.78 320.42 33644.59 8 Supplying And Fixing Suitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess, Including Providing And Fixing 6 Pin 5/6 & 15/16 A Modular Socket Outlet And 15/16 A Modular Switch, Connections Etc. As Required Dsr 1.32 22.00 Each 445.54 427.72 9409.83 9 Supplying And Fixing Brass Batten/ Angle Holder Including Connection Etc. As Required Dsr 1.34 15.00 Each 99.60 95.62 1434.25 Electrical Works 10 Installation ,Testing, Commissioning Of Wall Bracket /Ceiling Fittings Of All Sizes And Shapes Containing Upto Two Ls/Cfl/Led Lamps Per Fitting, Complete With All Accessories Including Connections Etc. As Required. Dsr 1.35 1.00 Each 90.48 86.86 86.86 11 Supplying, Installation, Testing & Commissioning Of Led Recessed/ Surface Down Lighter (Round/ Square/ Rectangular) Smd Type Of Following Body Material With Pmma And Prismatic Diffuser And Construction As Per Is : 10322 With Driver As Per The Requirement With Driver Efficiency >85%, Operating Voltage Ac 140-270 Volt, Frequency 50/60 Hz, Operating Temp Range -50C To 400C, Internal Surge Protection Of 2.5 Kv With Short & Open Circuit Protection ,Thd < 10% , P. F.≥0.95, Ip20, Cri >80, Ugr (Unified Glare Rating) < 19, Flicker Free (Flicker Should Be Below 5%), Life Time (Led, Driver & Electrical Circuitry), Of Minimum 50000 Burning Hours With 70% Of Initial Lumen Maintained Till Life Ends, Cct 3000°K /4000°K / 5700°K / 6500°K (As Per Ansi Bin), Sdcm (Standard Deviation Colour Matching) <3, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Confirming To Relevant Bis Standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen Printing On Housing Complete In All Respect I/C External Connections With 1.5 Sq.Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required With Minimum 5 Year Oem Warranty. System Lumen Efficacy ≥105 And <120 Lm/Watt Output . Lm79 & Lm80 Test Report And All Testing Required For Led Fixtures As Per Bis Shall Be Submitted. Shape Size And Cct Shall Be As Approved By Engineer-In-Charge As Per Requirement. (Thermal Management: Heat Sink Of Aluminium Housing Such That Led Junction Temperature Shall Not Rise Above 90°C) Powder Coated Die Cast /Extruded Aluminium Body Including Trim 18 Watt Mr 19.00 Each 700.00 672.00 12768.00 12 Earthing With G.I. Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc. With Charcoal/ Coke And Salt As Required Dsr-5.4 3.00 Each 5681.03 5453.79 16361.37 13 Supplying And Laying 25 Mm X 5 Mm G.I Strip At 0.50 Metre Below Ground As Strip Earth Electrode, Including Connection/ Terminating With G.I. Nut, Bolt, Spring, Washer Etc. As Required. (Jointing Shall Be Done By Overlapping And With 2 Sets Of G.I. Nut Bolt & Spring Washer Spaced At 50Mm) Dsr 5.9 55.00 Metre 109.48 105.11 5780.78 14 Supplying And Fixing 5 A To 32 A Rating, 240/415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. A) Single Pole Dsr-2.10.1 9.00 Each 194.64 186.85 1681.68 15 Supplying And Fixing Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 V, On Surface/ Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb/Rccb/Isolator) A) 6 Way (4 + 12), Double Door Dsr-2.3.1 2.00 Each 1677.24 1610.15 3220.30 16 Supplying And Fixing Following Way, Horizontal Type Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 415 V, On Surface/ Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb/Rccb/Isolator) A) 4 Way (4 + 12), Double Door Dsr-2.4.1 1.00 Each 3110.42 2986.01 2986.01 17 Supplying And Fixing 5 A To 32 A Rating, 240/415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. Dsr-2.10.3 2.00 Each 498.76 478.81 957.62 16 Installation, Testing And Commissioning Of Ceiling Fan, Including Wiring The Down Rods Of Standard Length (Upto 30 Cm) With 1.5 Sq. Mm Frls Pvc Insulated, Copper Conductor, Single Core Cable, Including Providing And Fixing Phenolic Laminated Sheet Cover On The Fan Box Etc. As Required Dsr 1.45 10.00 Each 257.74 247.43 2474.35 17 Supplying And Fixing Two Module Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required. Dsr 1.25 10.00 Each 280.55 269.33 2693.32 18 Installation Of Exhaust Fan In The Existing Opening, Including Making Good The Damage, Connection, Testing, Commissioning Etc. As Required. Upto 450 Mm Sweep Dsr-1.50.1 7.00 Each 342.14 328.45 2299.17 19 Extra For Fixing The Louvers/ Shutters Complete With Frame For A Exhaust Fan Of All Sizes Dsr-1.51 7.00 Each 157.38 151.09 1057.62 20 Supply, Installation, Testing And Commissioning Of Ceiling Fan With Brush Less Direct Current (Bldc) Motor, Class Of Insulation: B, 3 Nos. Metal( Aluminium Alloy) Blades, 30 Cm Long Down Rod, 2 Nos. Canopies, Shackle Kit, Safety Rope, Copper Winding, Steel/Al Body Power Factor Not Less Than 0.9, Service Value (Cm/M/W) Minimum As Below, 350 Rpm (Tolerance As Per Is : 374-2019), Thd (Total Harmonic Distortion) Less Than 10%, Suitable For Operation With Regulator For Speed Control And All Remaining Accessories Including Safety Pin, Nut Bolts, Washers, Temperature Rise=75 0C (Max.), Insulation Resistance More Than 2 Mega Ohm, Suitable For 230 V, 50 Hz, Single Phase Ac Supply, Ceiling Fan Compliant To Is 374:2019 Fan I/C External Connections With 1.5 Sq.Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required. 9.2.3 10.00 Each 2075.64 1992.62 19926.18 21 Supplying And Laying Of Aluminium Conductor Pvc Insulated Armoured Served Sheathed Cable 1100 Volts Grade At The Depth Of 750 Mm Bellow Ground Level Over A Cushion Of 75 Mm Thick Sand All Around And Protected With Burnt Bricks On Side And On Top .On Surface The Cable Run Shall Be Fixed On Ms Clamps Etc.Of Suitable Size Or As Directed By The Engineer-Incharge ,Complete In All Respect.The Armouring Of The Cable Shall Be Properly Connected With The Earth Conductor By Clamps Etc. Following Size 10 Sqmm X 2 Core Mr 164.00 Rm 410.34 393.93 64603.77 22 Supply & Fixing Of 225/230Mm Sweep Ventilating (Light Duty) Exhaust Fan Complete With Metallic Blade (Steel Bird Guard Protector /Copper Motor For High Air Suction Performance /Capacitor Etc.), Noise Level : (45 - 50) Db, Power Consumption : 45 W, Rated Voltage : 230 V, Rated Frequency : 50 Hz, Motor Type : Normal Speed. Complete In All Respect. Mr 7.00 Each 1665.00 1598.40 11188.80 23 Cost For Murals Work 32.40 Sqm 5850.00 5616.00 181958.40 24 Cost For Solar Street Light With 7M Pole Complete 15.00 Nos 22600.00 21696.00 325440.00 25 Cost For C.C. Bench 12.00 Nos 10000.00 9600.00 115200.00 26 Cost For Dustbin 6.00 Nos 4500.00 4320.00 25920.00 1. Trenching In Ordinary Soil Up To A Depth Of 60 Cm Including Removal And Stacking Of Serviceable Materials And Then Disposing Of Surplus Soil, By Spreading And Neatly Levelling Within A Lead Of 50 M And Making Up The Trenched Area To Proper Levels By Filling With Earth Or Earth Mixed With Sludge Or / And Manure Before And After Flooding Trench With Water (Excluding Cost Of Imported Earth, Sludge Or Manure).. (Horti) 2.1 159.24 Cum 74.51 71.53 11389.98 2 Supplying And Stacking Of Good Earth At Site Including Royalty And Carriage Upto 5 Km Lead Complete (Earth Measured In Stacks Will Be Reduced By 20% For Payment). (Horti) 2.2 79.62 Cum 491.88 472.21 37597.13 Horticulture 3 Supplying And Stacking At Site Dump Manure From Approved Source, Including Carriage Upto 5 Km Lead Complete (Manure Measured In Stacks Will Be Reduced By 8% For Payment) : Screened Through Sieve Of I.S. Designation 20 Mm (Horti) 2.4.1 106.16 Cum 242.46 232.76 24709.88 4 Spreading Of Sludge, Dump Manure And / Or Good Earth In Required Thickness As Per Direction Of Officer-In-Charge (Cost Of Sludge, Dump Manure And / Or Good Earth To Be Paid Separately). (Horti) 2.8 159.24 Cum 49.94 47.94 7634.64 5 Mixing Earth And Sludge Or Manure In The Required Proportion Specified Or Directed By The Officer-In-Charge (Horti) 2.9 159.24 Cum 34.87 33.47 5330.39 6 Grassing With Selection No.1 Grass Including Watering And Maintenance Of The Lawn For 30 Days Or More Till The Grass Forms A Thick Lawn, Free From Weeds And Fit For Mowing Including Supplying Good Earth, If Needed (The Good Earth Shall Be Paid For Separately). In Rows 5 Cm Apart In Both Directions. (Horti) 2.10.1 530.80 Sqm 16.89 16.21 8604.46 7 Providing And Displaying Of Aglaonema Silver Queen Having 30 Cm To 45 Cm. Ht. With 12 To 15 Leaves, Multi Suckers, Fresh And Healthy Leaves, Well Developed In 25 Cm Dia Earthen Pot/Plastic Pot & As Per Direction Of The Officer-In-Charge. (Horti) 3.8 60.00 Each 154.50 148.32 8899.22 (Horti) Dsr 3.8 8 Providing And Displaying Of Aglaonema Dove Variety Having Ht. 30 Cm To 45 Cm With 8 To 10 Leaves, Well Developed, Fresh And Healthy In 25 Cm Size Of Earthen Pot/Plastic Pot & As Per Direction Of The Officer-In-Charge. (Horti) 3.4 75.00 Each 77.42 74.32 5574.03 (Horti) Dsr 3.4 9 Providing And Displaying Of Aglaonema Marentifolium Variety Having Ht. 23 Cm To 30 Cm With 8 To 10 Leaves, Well Developed, Fresh And Healthy With Colorful Leaves In 20 Cm Size Of Earthen Pot/Plastic Pot. & As Per Direction Of The Officer-In-Charge. (Horti) 3.10 50.00 Each 64.54 61.96 3097.83 (Horti) Dsr 3.10 10 Providing And Displaying Of Chamaedorea Elegans Palm Having Ht. 60 Cm To 75 Cm, Well Developed With Fresh And Healthy Leaves In 25 Cm Size Of Earthen Pot/Plastic Pot. & As Per Direction Of The Officer-In-Charge. (Horti) 3.26 50.00 Each 102.70 98.59 4929.51 (Horti) Dsr 3.26 11 Providing And Displaying Of Croton Baby Golden Variety Having Ht.30 Cm And Above, Well Developed With Full Of Fresh And Healthy Leaves In 20 Cm Size Of Earthen Pot/Plastic Pot & As Per Direction Of The Officer-In-Charge. (Horti) 3.28 150.00 Each 39.11 37.55 5632.42 (Horti) Dsr 3.28 12 Providing And Displaying Of Croton Golden (Broad Leaves) Having Ht. 60 Cm To 75 Cm With 3 To 4 Branches, Well Developed, Fresh And Healthy Leaves In 25 Cm Size Of Earthen Pot/Plastic Pot. & As Per Direction Of The Officer-In-Charge. (Horti) 3.32 150.00 Each 53.81 51.65 7748.01 (Horti) Dsr 3.32 13 Providing And Displaying Of Dieffenbachia Tropic-Snow Having Ht. 60 Cm & Above With 8 - 10 Leaves, Well Developed, Fresh & Healthy In 25 Cm Size Of Earthen Pot/Plastic Pot & As Per Direction Of The Officer-In-Charge. (Horti) 3.40 50.00 Each 75.32 72.31 3615.28 (Horti) Dsr 3.40 14 Providing And Displaying Of Dieffenbachia Mosaic Having Ht. 30Cm To 45 Cm With 10-12 Leaves, Well Developed, Fresh And Healthy In 25 Cm Size Of Earthen Pot/Plastic Pot. & As Per Direction Of The Officer-In-Charge. (Horti) 3.41 50.00 Each 75.32 72.31 3615.28 (Horti) Dsr 3.41 15 Providing And Displaying Dianthus In Different Colour Well Developed With Fresh & Healthy Foliage 30 Cm Ht., In Full Bloom With Stacking In 25 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-In-Charge. (Horti) 4.29 50.00 Each 51.79 49.72 2486.05 (Horti) Dsr 4.29 16 Providing And Displaying Gazania Hybrid In Different Colour Well Developed With Fresh & Healthy Foliage With Full Bloom In 25 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-Incharge. (Horti) 4.31 150.00 Each 61.63 59.16 8874.49 (Horti) Dsr 4.31 17 Providing And Displaying Gaillardia Double Hybrid Variety Well Developed 30 To 45 Cm Ht 20 To 30 Fresh & Healthy Flower With Green Painted Bamboo Stick In 25 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-In-Charge. (Horti) 4.75 120.00 Each 51.85 49.78 5973.11 (Horti) Dsr 4.75 18 Providing And Stacking Of Plant Mogra Of Height 25 To 30 Cm., 2 To 3 Branch In Earthen Pots Of Size 20 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-In-Charge. (Horti) 4.88 100.00 Each 44.03 42.27 4226.60 (Horti) Dsr 4.88 19 Providing And Stacking Of Plant Canna Dwarf Of Height 25 To 30 Cm., 2 To 3 Suckers In Earthen Pots Of Size 20 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-In-Charge. (Horti) 4.89 100.00 Each 34.25 32.88 3287.87 (Horti) Dsr 4.89 20 Bush Rose In Different Colour 2 To 3 Healthy Branch 30 Cm And Above Ht. Well Developed With 8 Or More Flowers / Flower Buds In 20 Cm Earthen Pot /Plastic Pot As Per Direction Of The Officer-Incharge. (Horti) 4.90 100.00 Each 24.47 23.49 2349.13 (Horti) Dsr 4.90 21 Providing And Displaying Budded Rose (H.T. Variety) 3 To 4 Healthy Branch 30 Cm And Above Ht. Well Developed With One And Above Flower Plant In 20 Cm Earthen Pot, As Per Direction Of The Officer-In-Charge. (Horti) 4.91 100.00 Each 31.29 30.04 3003.96 (Horti) Dsr 4.91 22 Providing And Displaying Standard Rose (H.T. Variety) 3 To 4 Healthy Branch 90 Cm And Above Ht. Well Developed With One And Above Flowers In 25 Cm Earthen Pot, As Per Direction Of The Officer-In-Charge. (Horti) 4.93 75.00 Each 143.77 138.02 10351.28 (Horti) Dsr 4.93 23 Providing And Stacking Of Plumeria Rubra Of Height 120-150 Cm. With 3-4 Branches And Thick Stem In Big Size Hdpe Bags As Per Direction Of The Officer-In-Charge. (Horti) 7.72 75.00 Each 381.60 366.34 27475.20 (Horti) Dsr 7.72 24 Providing And Stacking Of Polyalthia Longifolia (Ashok) Of Height 180-195 Cm. In Gunny Bag Of Size 30 Cm As Per Direction Of The Officer-Incharge. (Horti) 7.75 75.00 Each 95.40 91.58 6868.80 (Horti) Dsr 7.75 25 Providing And Stacking Of Saraca Indica (Sita Ashok) Of Height 105-120 Cm. In Big Poly Bags Of Size 25 Cm As Per Direction Of The Officer-In-Charge. (Horti) 7.80 75.00 Each 76.32 73.27 5495.04 (Horti) Dsr 7.80 26 Providing And Stacking Of Terminalia Arjuna Of Height 150-165 Cm. In Big Polybags Of Size 25 Cm As Per Direction Of The Officerin-Charge. (Horti) 7.88 75.00 Each 57.24 54.95 4121.28 (Horti) Dsr 7.88 27 Providing And Stacking Of Calliandra, Emarginata Of Height 45-60 Cm. In Earthen Pot Of Size 20 Cm As Per Direction Of The Officer-Incharge. (Horti) 8.5 150.00 Each 33.39 32.05 4808.16 (Horti) Dsr 8.5 28 Providing And Stacking Of Nerium Oleander (Kaner) Of Height 60- 75 Cm. With 5-6 Branches In Poly Bags Of Size 25 Cm As Per Direction Of The Officer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
3.
Coal and Mines #11297160 AOC
Bids Are invited for Custom Bid For Services - Daily Assistance In Cleaning Of Drains Collection And Removal Of Garbage Brooming Of Roads Clearing Of Grass And Other Allied Cleaning Related Works At Indira Nagar Rajiv Colony And Gopal Nagar Colony Of Ghugus Sub Area Of W.. - Cleaning Of Drains, Including Removal Of Silt, Sludge, Garbage, Floating And Settled Waste, Uprooting And Disposal Of Vegetation/Weeds From Inside And Around The Drains (Upto 1M From Drain Edge) , Complete Cleaning Of Drain Bed, Sides And Edges, And Stacking/Loading/Disposal Of Removed Material At Designated Locations By Providing And Deploying Manpower, As Directed By The Engineer-In-Charge, Complete In All Respects.The Item Shall Include Deployment Of Minimum 5 (Five) Manpower Per Day, Shall Be Male Workers, Physically Fit And Experienced In Drain Cleaning Works. Minimum 300 M Of Drain Is To Cleaned Every Day Of Deployment Of Labours. Payment Shall Be Made After Ensuring Of Daily Cleanliness Of The Drain. All Labour Shall Be Provided With Necessary Hand Tools, Safety Gear And Equipment Required For Effective Execution Of The Work.Scope Of Work:- Frequency Is Considered Twice A Month For Drains Upto 750 Mm Width And Once A Month For Drains More Than 750 Mm Width To Maintain Periodicity Of The Cleaning. , Brooming Of Road Surface Including Side Berms Of All Roads In Indira Nagar, Rajiv Colony And Gopal Nagar Colony And Within The Premises Of Service Building & Other Places. Brooming And Cleaning Of Road Surface Including Clearing And Removing Of Vegetation Of Side Berms Of The Road Etc Complete Including Collection Of Garbage & Disposal Of Rubbish Beyond A Lead Of 2.5 Km Or Upto A Distance Of Dump Yard Etc Complete As Directed By Engineer Incharge.Note: A) The Periodicity For The Cleaning Of Roads Shall Be Thrice Every Two Month, Approximately (Upto 2000 Sqm Per Day).B) For Efficient And Periodic Cleaning Of Roads, One No. Of Manpower Should Be Deployed Daily. , Clearing Jungle And Grass, Bushes Including Uprooting Of Plants And Removal Of The Rubbish Up To A Distance Of 500 M Outside The Periphery Of The Area Cleared All Complete As Per The Instructions Of Engineer Incharge By Mechanical Means Using Grass Cutter Machine Or Any Other Machine As Per The Requirement Of The Site. Minimum 4 Number Of Manpower To Be Deployed For Job Including Skilled Manpower For Operation Of Tools/Machine.Scope Of Work:- Frequency Is Considered Three Times A Year To Maintain Periodicity Of The Cleaning. , Disposal Of Dead Animals Including Transportation To The Specified Place Making Earth Pit,Disposal Of Dead Animal Into The Pit With Adequate Quantity Of Salt,Lime And Bleaching Powder Etc And Refilling The Pit With Earth All Complete With Tools,Tackles & Consumables As Per Instruction Of Engineer Incharge. , Sweeping/Cleaning Of Roof/Terrace Surfaces, Collecting Debris, Removing Vegetation, Collecting To Nearest Dumping Point Upto 50 M Lead Including The Cost Of Labour, Helper, T&P (Ladder, Brooms, Baskets, Etc), Incidental Consumables And Safety/Ppe Kits, Contractor Profit And Other Accessories. All Complete As Per Instruction Of Engineer Incharge.Scope Of Work:- Frequency Is Considered Twice Times A Year To Maintain Periodicity Of The Cleaning. , Collection Of Garbage From Door To Door Through Rikshaw (Electrically/Mechanically Operated) Garbage Container & Disposal Of The Same Through Mechanised Vehicle Or Other Suitable Arrangement To The Specified Place, I.E. All Residential And Service Building At Indira Nagar, Rajiv Colony And Gopal Nagar Colony Of Wa, Within A Lead Of 2.5 Km Complete As Per Instruction Of Engineer Incharge. Minimum 2 No. Of Manpower To Be Deployed. (Minimum 2 Trips Per Day) , Carriage Of Material Over Distance Exceeding 0.50 Km. Including Loading And Unloading. Manure/Sludge/Garbage From Drain Cleaning And Other Cleaning Activities As Per Req Of Eic, Lead 2.5 Km
Contract Date: Ref. Documents Contract Value : ₹ 28.06 Lakh
Boards / Undertakings / PSU No of Bidders 5
Maharashtra View Result →
4.
Defence #11240665 AOC
Bids Are Invited For Petrol Driven Heavy Duty Weed Cutter Machine Total Quantity : 6
Contract Date: Ref. Documents Contract Value : ₹ 3.96 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 6
Uttar Pradesh View Result →
5.
Coal and Mines #11217543 AOC
Bids Are invited for Custom Bid For Services - Daily Assistance In Cleaning Of Drains Collection And Removal Of Garbage Brooming Of Roads Clearing Of Grass And Other Allied Cleaning Works At Subhash Nagar And Gandhi Nagar Colony Of Ghugus Sub Area Of Wani Area - Cleaning Of Drains, Including Removal Of Silt, Sludge, Garbage, Floating And Settled Waste, Uprooting And Disposal Of Vegetation/Weeds From Inside And Around The Drains (Upto 1M From Drain Edge) , Complete Cleaning Of Drain Bed, Sides And Edges, And Stacking/Loading/Disposal Of Removed Material At Designated Locations By Providing And Deploying Manpower, As Directed By The Engineer-In-Charge, Complete In All Respects.The Item Shall Include Deployment Of Minimum 5 (Five) Manpower Per Day, Shall Be Male Workers, Physically Fit And Experienced In Drain Cleaning Works. Minimum 300 M Of Drain Is To Cleaned Every Day Of Deployment Of Labours. Payment Shall Be Made After Ensuring Of Daily Cleanliness Of The Drain. All Labour Shall Be Provided With Necessary Hand Tools, Safety Gear And Equipment Required For Effective Execution Of The Work.Scope Of Work:- Frequency Is Considered Twice A Month For Drains Upto 750 Mm Width And Once A Month For Drains More Than 750 Mm Width To Maintain Periodicity Of The Cleaning. , Brooming Of Road Surface Including Side Berms Of All Roads In Subhash Nagar And Gandhi Nagar Colony And Within The Premises Of Service Building & Other Places. Brooming And Cleaning Of Road Surface Including Clearing And Removing Of Vegetation Of Side Berms Of The Road Etc Complete Including Collection Of Garbage & Disposal Of Rubbish Beyond A Lead Of 3.5 Km Or Upto A Distance Of Dump Yard Etc Complete As Directed By Engineer Incharge.Note: A) The Periodicity For The Cleaning Of Roads Shall Be Thrice Every Two Month, Approximately (Upto 2000 Sqm Per Day).B) For Efficient And Periodic Cleaning Of Roads, One No. Of Manpower Should Be Deployed Daily. , Clearing Jungle And Grass, Bushes Including Uprooting Of Plants And Removal Of The Rubbish Up To A Distance Of 500 M Outside The Periphery Of The Area Cleared All Complete As Per The Instructions Of Engineer Incharge By Mechanical Means Using Grass Cutter Machine Or Any Other Machine As Per The Requirement Of The Site. Minimum 4 Number Of Manpower To Be Deployed For Job Including Skilled Manpower For Operation Of Tools/Machine. Scope Of Work:- Frequency Is Considered Three Times A Year To Maintain Periodicity Of The Cleaning. , Disposal Of Dead Animals Including Transportation To The Specified Place Making Earth Pit,Disposal Of Dead Animal Into The Pit With Adequate Quantity Of Salt,Lime And Bleaching Powder Etc And Refilling The Pit With Earth All Complete With Tools,Tackles & Consumables As Per Instruction Of Engineer Incharge. , Sweeping/Cleaning Of Roof/Terrace Surfaces, Collecting Debris, Removing Vegetation, Collecting To Nearest Dumping Point Upto 50 M Lead Including The Cost Of Labour, Helper, T&P (Ladder, Brooms, Baskets, Etc), Incidental Consumables And Safety/Ppe Kits, Contractor Profit And Other Accessories. All Complete As Per Instruction Of Engineer Incharge. Scope Of Work:- Frequency Is Considered Twice Times A Year To Maintain Periodicity Of The Cleaning. , Collection Of Garbage From Door To Door Through Rikshaw (Electrically/Mechanically Operated) Garbage Container & Disposal Of The Same Through Mechanised Vehicle Or Other Suitable Arrangement To The Specified Place, I.E. All Residential And Service Building At Subhash Nagar And Gandhi Nagar Colony Of Wa, Within A Lead Of 3.5 Km Complete As Per Instruction Of Engineer Incharge. Minimum 2 No. Of Manpower To Be Deployed. (Minimum 2 Trips Per Day) , Carriage Of Material Over Distance Exceeding 0.50 Km. Including Loading And Unloading. Manure /Sludge/Garbage From Drain Cleaning And Other Cleaning Activities As Per Req Of Eic, Lead 3.5 Km
Contract Date: Ref. Documents Contract Value : ₹ 25.74 Lakh
Boards / Undertakings / PSU No of Bidders 5
Maharashtra View Result →
Karnataka View Result →
7.
Public Administrative Department #11039195 AOC
Supply Of 4 Stroke Pertol Engine Brush Cutter Machine For Trim Weeds, Small Trees And Other Foliage In All Zones Of Nizamabad Municipal Corporation.
Contract Date: Ref. Documents Contract Value : ₹ 2.57 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
Gujarat View Result →
9.
Public Administrative Department #10714170 Price Bid
Civil Work For Auditorium For Nagar Parishad, Dausa, Rajasthan Civil Work For Auditorium For Nagar Parishad, Dausa, Rajasthan EARTH WORKClearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201. 2 Earth work in excavation in open area, STP, WTP, Pumping station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, disposal of excavated material lead upto 1000m at suitable site as per as per drawing and as per direction of Engineer. (Measurements for payment to be done as per standard drawings). In all type of soil. Upto 3.0 m depth. 3 Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m. 4 Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 4.10.1.1 5 In ordinary rock. Depth upto 1.5 M. 6 Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 4.10.2.1 7 Carriage of Materials by mechanical transport including loading, unloading and stacking ::Upto 1 Km 8 Stone, boulders, gravelly materia 9 Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m. 10 Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which approach is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion). 11 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification including all material, labour, machinery as per clause 710.1.4 of IRC:78 and clause 2200 of MoRT&H specification. 12 CONCRETE WORK 13 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 14 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 15 REINFORCED CEMENT CONCRETE 16 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). (As per design mix). 17 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. upto two stories excluding cost of centring, shuttering, finishing and reinforcement :1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) (As per design mix) 18 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: M-30 Grade Concrete. 19 Reinforced cement concrete work in arches, arch ribs, domes, vaults, shells, folded plate and roofs having slope more than 15° upto two stories excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 20 Providing and laying upto two stories reinforced cement concrete in kerbs, steps and the like excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 21 Add extra for laying reinforced cement concrete above two stories (or 7.50 mtr height above plinth level) for every one storey or 3.00 m height or part thereof. 22 Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. 23 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 24 Suspended floors, roofs, landings, balconies and access platform. 25 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 26 Columns, Pillars, Piers, Abutments, Posts and Struts.22.1.5 27 Stairs, (excluding landings) except spiral-staircases. 28 Extra for shuttering in circular work (20% of respective centring and shuttering items). 29 Edges of slabs and breaks in floors and walls. Under 20 cm wide. 30 Weather shade, Chajjas, corbels etc., including edges. 31 Add extra for doing centering and shutteriing work for every additional height of 1 metre or part thereof beyond initial 7.5 metre height from plinth level. 32 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. 33 BRICK / STONE MASONERY WORK 34 Brick work with FPS bricks of class designation 75 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand). 35 Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand). 36 Half brick masonry with FPS bricks of class designation 75 in superstructure above plinth level upto two stories. Cement mortar 1:3 (1 cement :3 coarse sand). 37 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. 38 Random rubble stone masonry work in cement mortar with mechanical mixer in foundation (at any level) complete as per drawing and technical specification and as per clause 1000 and 1400 of MoRT&H specification including all scaffolding material, labour, machinery but excluding pointing and plastering. In cement mortar 1:4 (1 cement : 4 coarse sand). 39 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Green / Black Above 3601 Cm2 Slabs. 40 Extra for providing edge moulding to 15-18mm thick marble/ Granite stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite/Kota Stone Work. Moulding. 41 Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete 42 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 43 Extra for using Marble printed / Granite shade or dark shade tiles instead of white, grey, ivory, fume red brown, light green, light blue and other light shades in glazed tiles and MAT finished tiles 44 Providing and fixing Motive pieces all coloures for glazed tiles laid over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white mixed with pigment of matching shade complete. Size 200 x 300mm. 45 P & F 1st quality Vitrified Porcelain Polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete. size 600 mm X 600 mm. 46 Providing and fixing 1st quality MAT & GLOSSY finished ceramic tiles colour such as standard white, grey, ivory, fume, red brown, light green, light blue, and other light shades with water absorbtion less than or equal to 0.08% confirming to IS : 13753 & IS : 15622 in floor, steps etc laid on bed on neat cement slury finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the the cost of cement mortar bed 1:4) Size 300mm x 450mm. 47 Providing and fixing 1st quality ceramic glazed vitrified tiles of colour standard white, grey, ivory, fume, red brown, light green, light blue, and other light shades with water absorbtion less than or equal to 0.08% confirming to IS : 13753 & IS : 15622 in floor, steps etc laid on bed on neat cement slury finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete. (excluding the the cost of cement plaster on wall and pillar). Size 600mm x 1200mm 48 38mm thick wood block flooring of first class teak wood laid over 25mm thick levelling layer of cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10mm nominal size) to be paid separately coated with a thin layer of hot bitumen (blown type) @ 2.45 kg per sqm. including fixing blocks in position after dipping in hot bitumen (blown type) upto half depth, planed, levelled smooth and finished complete. 49 Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 50 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Red sand stone. 51 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 52 ROOFING 53 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design In 75x75mm deep chase. 54 Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets 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. 0.80mm thick with zinc coating not less than 275gm/m². 55 Extra for circular cutting in C.G.S. sheet roofing for making opening of area exceeding 40 square decimetre 0.80 mm thick 56 Providing and fixing 15 cm wide 45 cm over all semi circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes complete. 0.80mm thick with zinc coating not less than 275gm/m² 57 Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement : 4 fine/ coarse sand) 58 Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:4 (1 cement : 4 fine/ coarse sand). 59 Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. 60 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 61 18 mm thick moulded cement mortar band in two coats under layer 12mm thick with cement mortar 1:5 (1 cement : 5 coarse sand) toplayer 6mm thick with cement mortar 1:4 (1 cement : 4 fine sand). Design on outer plaster. 62 Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. 63 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work. 64 Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). 65 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work. 66 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete 67 Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS : 8193, density 16kg/m3 , 50mm thick, wrapped in 200G Virgin Polythene bags placed over existing false ceiling and held in position by criss-crossing GI wire. 68 Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving screws, over expansion joints on vertical surfaces/ceilings with full threaded, cadmium plated steel screws 4mm dia. stem, 30mm long and aluminium washers 2mm thick, 15mm dia. at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete. Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron). 69 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. Upto 5mm depth and 5 mm width. 70 Providing and laying expansion joint complete as per drawing and technical specification and as per clause 2605 of MoRT&H Specification including all material, labour, machinary etc. 71 Fillar joint with 20m thick compressible fibre board. 72 Fillar joint with Joint sealing compound with coarse sand and 6 %bitumen by weight. 73 Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: Hot finished seamless type tubes. 74 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 75 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile C 76 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer. M.S. tube. 77 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia, steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 78 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides including approved ISI marked Stainless Steel butt hinges fittings with necessary screws complete as per annexure A : 30 mm thick Decorative teak veneer both side. 79 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (over all area of door shutter to be measured). Decorative teak veneer both side. 80 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured) Rectangular or square. 81 Extra for cutting rebate in flush door shutters for making double leaf shutter(Total area ofthe shutter to be measured). 82 Providing and fixing expandable fasteners of specified size with necessary plastic sleeves and galvanised M.S. screws including drilling holes in masonry work /CC/ R.C.C. and making good etc. complete. 50 mm long. 83 Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete: 20 mm dia. 84 Providing and fixing to existing door frames. 30mm thick factory made solid both side Pre-laminated panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5mm thick heat moulded Pre-laminated PVC C channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45degree angle on either side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side Pre-laminated PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the C Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification & drawing (for W.C. and bathroom door shutter). 85 ALUMINIUM WORK 86 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately) : For fixed portion. Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). 87 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately). Powder coated aluminium (minimum thickness of powder coating 50 micron). 88 Providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood Pre-laminated one side decorative lamination on other side balancing lamination Grade I, Type II, IS : 12823 marked including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete : 25 mm thick 89 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-incharge . (Cost of aluminium snap beading shall be paid in basicitem) : With float glass panes of 5.50 mm thickness. 90 Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. With stainless steel cover plate. 91 Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineerin-charge complete. 355 X 19 mm. 92 INTERIOR WORK 93 FALSE CEILING 94 Providing and fixing at all height false ceiling including providing and fixing of frame work made of special sections power pressed from M.S. sheet and galvanised in accordance with zinc coating of grade 350 as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick button wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per drawing and specification and direction of the Engineer in Charge but excluding the cost of painting with 12.5 mm thick tapered edge gypsum board conforming to IS: 2095- Part I, 95 Sanitary Items 96 Plumbing 97 Providing and fixing Unplasticised P.V.C. connection pipe with PTMT Nuts collar and bush of approved quality and colour. 98 15 mm nominal bore with 3 cm length. 99 15 mm nominal bore with 45 cm length. 100 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.20 mm nominal bore, 120 mm long. Weighing not less than 198 gms. 101 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 102 15 mm nominal bore 103 20 mm nominal bore 104 25 mm nominal bore 105 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 106 25 mm nominal bore Horizontal 107 25 mm nominal bore Vertical 108 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 109 Sanitary 110 Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 : Upto 300 mm dia. 111 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : 112 100 mm dia. pipe 113 125 mm diameter pipe 114 Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead : 115 100 mm diameter pipe 116 125 mm diameter pipe 117 Supplying pig lead at site of work. 118 Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 200 mm diameter 119 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab 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 40mm nominal size) inside plastering 12mm 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 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : 120 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With bricks with class designation 75 121 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With bricks class designation 75 122 Providing and fixing square-mouth S.W. gully trap grade A’ complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 100x100 mm size P type With bricks class designation 75. 123 Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design With bricks. 124 Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design With bricks 125 Fixtures 126 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid. 127 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow operated levers. 128 Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required : White glazed fire clay kitchen sink of size 600x450x250 mm. 129 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 : 130 Rectangular shape 453x357mm 131 Rectangular shape 1500x450 mm 132 Providing and fixing 100 mm sand cast Iron grating for gully trap 133 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 134 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors 100 mm inlet and 100 mm outlet 135 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931. 15 mm nominal bore 136 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements. Weighing not less than 106 gms. 137 Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50 cm deep and 1.8 cm thick fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-incharge and finished smooth. Granite Stone of approved shade 138 Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. 139 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. 140 Internal work - Exposed on wall 15 mm dia. nominal bore 141 Internal work - Exposed on wall 20 mm dia. nominal bore 142 Internal work - Exposed on wall 25 mm dia. nominal bore 143 Internal work - Exposed on wall 32 mm dia. nominal bore 144 Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall. 15 mm dia. nominal bore 145 Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall. 20 mm dia. nominal bore 146 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work : 147 15 mm dia. nominal bore 148 20 mm dia. nominal bore 149 25 mm dia. nominal bore 150 32 mm dia. nominal bore 151 Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work : 152 15 mm dia. nominal bore 153 20 mm dia. nominal bore 154 25 mm dia. nominal bore 155 32 mm dia. nominal bore 156 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 157 15 mm dia. nominal bore 158 20 mm dia. nominal bore 159 25 mm dia. nominal bore 160 32 mm dia. nominal bore 161 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 162 15 mm nominal bore 163 20 mm nominal bore 164 25 mm nominal bore 165 WATER HARVESTING SYSTEM 166 Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes but excluding cost of casing pipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe: 200 mm dia Nominal bore 167 Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985 of following nominal bore sizes at site of work. 200 mm dia 168 Supply and fixing of M.S. clamp set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 169 Providing & lowering of G.I. flange pipe B Class including rubber washer and nuts of 8 mm dia complete in all respect. 50 mm dia 170 Development of tube well as per IS specification using suitable compressor to give sand free water for required yield of the gravel packed tube well. 171 ELECTRICAL G-SCHEDULE 172 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) ofapproved make in surface / recessed ISI markedMMS ( IS:9537 P - III ) PVC conduit & its accessories, round tiles,18 SWG M.S. box with earth terminal, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brassscrews, cup washers, making connections, testing etc. as required. 173 Short point (up to 3 mtr.) 174 Medium point (up to 6 mtr.) 175 Long point(up to 10 mtr..) 176 Wiring of twin control light / fan / call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & its accessories, round tles,18 SWG M.S. box with earth terminal, 6 A two way switch, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brassscrews, cup washers, making connections, testing etc. as required. 177 Short point (up to 3 mtr.) 178 Medium point (up to 6 mtr.) 179 Long point(up to 10 mtr..) 180 Wiring of 3 pin 6 amp. Light plug point with 1.5 sq. mm FR PVC insulated unsheathed 1.1 kV grade flexible copper conductor and 1.5 sq.mm FR PVC insulated unsheathed 1.1 kV grade copper earth conductor (IS:694) of approved make double lock/ ISI marked single lock pvc casing capping & its accessories, 18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & falce ceiling point, 6 A switch, 6 A socket, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. 181 On board 182 Short point (up to 3 mtr.) 183 Medium point (up to 6 mtr.) 184 Long point(up to 10 mtr..) 185 S&F following sizes (dia.) of ISI marked medium duty PVC conduit along with accessories in surface / recessed using saddles, clamps, fastener as required including cutting the wall and making good the same as required. 186 20 mm 187 25 mm 188 32 mm 189 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor ISI marked (IS:694) of 1.1 kV grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required. 190 3x 1.5 sq.mm 191 2 x 2.5 sq. mm. + 1x1.5sqmm 192 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. 193 2 x 6.0 sq. mm. + 1 x 2.5 sq. mm. 194 4 x 10.0 sq.mm 195 4 x 16.0 sq.mm 196 Supplying and drawing PVC jacketed with annealed bare copper inner conductor & tinned copper conductor shielding foam PE dielectric coaxial cable of approved make in existingsurface or recessed conduit/casing capping including making connections as required. 197 RG - 6 198 RG -11 199 Supplying and drawing PVC/ Polythene insulated and PVC sheathed unarmoured/ armoured telephone cable with 0.5 mm dia. Tinned / annealed copper conductor taped &confirming to ITD specification S/WS-112C &113 C of approved make in existing surface or recessed conduit/casing capping. 200 Unarmoured 2 pair 201 Unarmoured 10 pair 202 Unarmoured 20 pair 203 Unarmoured 50 pair 204 Jelly filled armoured (PIJF) 5 pair 205 Jelly filled armoured (PIJF) 10 pair 206 Jelly filled armoured (PIJF) 20 pair 207 Jelly filled armoured (PIJF) 50 pair 208 P&F Recessed/ Surface mounting heavy duty horizontal type sheet steel Distribution board phophatised/ powder painted complete with copper bus bar, shorting link , neutral link, earth link and din bar masking sheet conforming to IS13032 & IS8623 including making internal DB terminations with copper lugs , testing etc. as required. Double door (Three phase) Per phase isolation 209 2+8 Way 210 2+12 Way 211 Providing & Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 212 2.5 Sq. mm 4 core 213 4.0 Sq.mm 4 core 214 6.0 Sq.mm 4 core 215 10.0 Sq.mm 4 core 216 16.0 Sq.mm 4 core 217 25.0 Sq.mm 3.5 core 218 35.0 Sq.mm 3.5 core 219 50.0 Sq.mm 3.5 core 220 70.0 Sq,mm 3.5 core 221 95.0 Sq.mm 3.5 core 222 120.0 Sq.mm 3.5 core 223 150.0 Sq.mm 3.5 core 224 240.0 Sq.mm 3.5 core 225 300.0 Sq.mm 3.5 core 226 Supplying and making one end termination with heavy duty single compression brass gland SIBG type, heavy duty aluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size. 227 3.5 x 25.0 sq.mm 228 3.5 x 35.0 sq.mm 229 3.5 x 50.0 sq.mm 230 3.5 x 70.0 sq.mm 231 3.5 x 95.0 sq.mm 232 3.5 x 120.0 sq.mm 233 3.5 x 150.0 sq.mm 234 3.5 x 240.0 sq.mm 235 3.5 x 300.0 sq.mm 236 4 x 2.5 sq.mm 237 4 x 4.0 sq.mm 238 4 x 6.0 sq.mm 239 4 x 10.0 sq.mm 240 4 x 16.0 sq.mm 241 Supply, Fabricating & installing following sizes of perforated cable trays including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with suspenders and including painting as required. Hot Dipped Galvanized. 242 150mm x 50mm x 1.6mm 243 300mm x 50mm x 1.6mm 244 450mm x 50mm x 2.0mm 245 600mm x 50mm x 2.0mm 246 Maintenance free gel earthing with pipe in pipe /Strip in Pipe technology filled with anti corrosive conductive compound (CPRI tested) below the ground in 150 -200 mm dia earth pit and surrounding filled with required mineral filling compound (MFC should have hygroscopic proper ty to retain the moisture for long time to create low resistance Zone) and C.C. finished chamber covered with hinge type with locking arrangement C.I cover. C.I. frame of size 300mm x300mm complete testing of earth resistance as required of following sizes With pipe in pipe technology (inner pipe dia / outer pipe dia) 80 -100 micron G.I. coating With pipe in pipe technology with 80-100 micron G.I. coating G.I. pipe 3000 mm long , 80/40 mm , terminal 14 mm G.I. strip 247 S & Laying following size earth wire/stripin horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required. 248 8 SWG copper Wire 249 25mm x 3mm copper strip 250 50mm x 6mm copper strip 251 25mm x 3mm G.I. ( Hot Dipped) Strip 252 25mm x 6mm G.I. ( Hot Dipped) Strip 253 P & F of IP20 LED Recessed/ Surface Mounted Round/ sqaure Non Dimmable Downlight with die-cast aluminum housing & Heat sink for heat dissipation, high purity reflector with external driver having efficiency > 85% and in compliance to IEC standards. ( supplied together with luminaire) Power consumption of =< 7w/10w/8w/12w/15w/18W with 100/500/750/1100/1250 lumens, system lumen, efficeancy of 70 lm / Watt or 100 lm / Watt output suitable to replace 1x18W/ 2x18w/2x26w CFL downlights, life time of 50000 Burning Hours with 70% of intial Lumen maintained. CCT 3000° K, 4000° K and 6000° K. Fixture shall be CE Compliance. 254 Recessed mounting LED Downlight 18/20W 255 Surface Mounting LED Downlight 18/20W 256 P & F of IP20 LED Ceiling/ Recessed/ suspended mounting light fixture made form CRCA sheet steel housing, high purity/ transmisivity diffuser for uniform light distrubution.High efficiency driver electronics having efficiency > 85% and in compliance to IEC standards.(integral driver). Power consumption of 40 W/50W/60W, 3000/3300/4200 lumens, system lumen efficiency of 70-80 lm / Watt output suitable for 2x36W FTL/ 2x36w CFL/3x36w CFL light fixtures, life time of 50000 burning Hours with 70% intial Lumens maintained. CCT 3000° K, 4000° K and 6000° K. Fixture shall be CE compliance. Surface Mounting 36W LED Light 2’x2’ with acrylic/ prismatic front cover 257 P & F energy efficient direct fit (Retrofit) LED tube system (with integral driver), on existing fixture. Power Consumption of18W / 36W 1500-3000 lumens, system lumen efficiency 80 lm/Watt output, life time of 50,000 burning hours with 70% initial lumen maintained. CCT 3000°K, 4000°K& 6000°K. 4 LED Tube shape fixture 18W. 258 P/ F IP-65/ IP-66 protected street light luminaries on existing bracket. Fixture made from powder coated single piece pressure die cast aluminum housing with heat dissipation fins on housing with high power LEDs . Diffuser / glass cover for ensuring IP-65 protection for lamp and control gear compartment, system lumen output of 100 lum/watt high power LED. Integrated driver shall be high efficiency having efficiency more than 85 % and in compliance to IEC standards. System life of 50000 burning hours with 70 % of initial lumens maintained. Fixture shall be in CE compliance. IP-65 protected LED street light luminaries LED street light fixture 150 watt 259 Supply and erection of Octagonal pole of following length and dimension as per table-3 with base plate on the cement concrete foundation of M-15 /M-20 grade (1:1.5:3) with the help of anchor bolts of grade 6.8 (IS 1367 P III ). The pole shall be made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. The pole shall have a weatherproof flush door and locking arrangements. The complete work shall be supervised and certified by the manufacturers for satisfactory supply, erection, testing and commissioning. 9 Mtr. 260 Supply, Installation, Testing and commissioning of copper wound Transformers 33/0.433 KV, Three Phase, 50 Hz, DYN 11, ONAN type , Standard accessories with off load tap changer (+5% to -10% in steps of 2.5%), winding / Top --- temperature rise of 45°C/40°C first fill oil, having permissible total loss values not exceeding 7.5% of the maximum total loss values for 11 KV as per energy efficiency level - 2 at basic Insulation level conferming to ISS 2026 (Part- I to Part - II), latest ammended and IS 1180 Part-I : 2014. Transformers described as above and as per the following continuous rating. 315KVA 261 Supply, Installation, Testing and Commissiong of indoor type floor mounted metal clad, 11 KV Incomer VCB panel up to 630 A equipped with following switchgears and accessories designed & tested as per latest standard i.e. IEC 62271-200, suitable for STC 25KA/3 and IAC A-FLR for 25kA/1sec. Make of HT Panel, Vaccum Interrupter and VCB should be of same make. 11 KV / 110 Volts PT Class 0.5 accuracy and 100 VA burden with 1No. Voltmeter (0-12 KV), analog type, selector switch for voltmeter and protection fuses/MCB for HT metering upto 12 KV on incomer, Ammeter, analog type, selector switches for ammeters, Microprocessor based numerical relay with O/L, E/F and S/C protection, Set of dual core dual ratio 3CTs of suitable ratio with sec 1 of 15 VA burden and accuracy Class – 0.5 for metering and class 5P10 for protection, Multifunction Meter. 262 SITC of DG Set complete with 1500 RPM Diesel Engine of suitable BHP & AC Brush less SPDP Alternator mounted on a common base Frame & coupled through a flexible coupling or close coupled.Alternator shall be self regulated with standard Alternator Protection( Over voltage, over speed & under voltage). Engine shall have residential silencer, up to 10 M exhaust piping , electronic / Mechanical governor, Manual & electric Start, Batteries, Fuel tank ( with Stand) & piping, control panel (16 G) with MCCB (4P; 25 KA), Ammeter, Voltmeter, Frequency Meter, Energy Meter & Hour Meter, Engine instruments panel, AVM and with Weatherproof, powder coated Accoustic enclosure for DG set for sound attenuation fabricated from 1.6 mm CRCA sheet steel (structure) with side wall fabricated from 1.6 mm CRCA sheet and filled with foam as per CPCB norms latest amendments & IS 8183 .The doors are fabricated from 1.6 mm CRCA sheet packed with accoustic material, floor of MS chequrred plate 5.0 mmthick, All doors/ opening are sealed with neoprene/ EPDN gaskets. The enclosure has built in fuel tank, residential silencer (isolated from main DG chamber) with protection and tripping of DG set against temperature of more than 50 °C. All controls for operation of DG set are from outside the enclosure with DG control panel having microprocessor based genset monitoring and control system mccb Ammeter, voltmeter, Pf meter, frequency meter, KWH meter, Ind. Lamps etc. mounted inside enclosure , visible and accessible from outside. The enclosure should be suitable for following capacity DG sets and alternator. Noise level is less than 75 db (A) at a distance of 1 Mtrs. duly certified by authorized agency. Complete in all respect of following capacity : Radiator cooled and turbo charged 250 KVA at 0.8 pf 415V 50Hz 3-?. 263 Supply, Installation, Testing & Commissioning of HT metering cubical panel as approved By DISCOMs fabricated out of 14 SWG CRCA sheet steel in two compartment & MS angle of size 60mmX6mm having provision for Following: (i) Provision for fixing Trivector Meter (To be supplied by DISCOMs) (ii) Provision for fixing of combined CT PT Set (To be supplied by DISCOMs) (iii)TT Block (iv) 6mm Bakelite sheet on all sides. 264 Supply, Installation, testing and commissioning of 11 KV Double Pole structure With Air Break SWITCH having following specifications : (a) DP : Double pole structure made of two nos. 9 meter long PCC poles (400 Kg) & 7 nos. MS Channel each of size 100 mmx50mmx2500mm complete with earthing of the structure as per REC standards in all respect with nuts, springs washers, clamps as required. (b) GO:Off load type gang operated 3-pole vertical flute type switch suitable for 11KV ; 400A ,3 phase, central post rotating double break isolator complete with MS hardware , copper moving & fixed contact ,assembly of 9 Nos pin insulator ,GI pipe of suitable length for operation.c) DO: 3 Nos. Horizontal/Vertical mounted 33KV Horn Gap fuse set / Drop Out fuse set, 33KV barrel fuses mounted on 6 Nos. Post insulators. (c) DO: 3nos Vertical / Horizontal mounted 11kv horn gap fuse set /drop out 11kv barrel fuses mounted on 6no pin insulators (d) LA:3 piece non linear resistor type. lighting arrestor of approved make suitable for 3 wire, 11kv oh linewith rated voltage of 9kv rms & nominal discharge current rating of 5 ka & complete with galvanized clamping arrangement GI bolts, nuts, washer etc as required. (e) JUMPERS: 3 no 11kv acsr conductors mounted on pin type insularors as required. GENERAL:The go shall be operated by hand operated liver properly earthed with provision for locking mounted at 3’ 265 FIRE ALARM G-SCHEDULE 266 SITC of microprocessor based 2 - wire loop (each loop accessing 90 addressable units ) Fire Alarm Control Panel. The Panel shall be able to give pin point location of addressable units via the address code for each unit. The Panel shall also be able to automatically switch off all control switches when-ever any Alarm is triggered. The Panel shall also be able to give voice announcement to individualized speakers. The Panel shall have built in sounder, Maintenance Free Batteries of minimum 15 Ah of 24 volts capable of minimum of 12 hours with battery charger, rectifier. Loop cards, LCD unit to indicate Fire / Fault Signal of individual unit, built in-built / external printer, to log all incoming data etc complete in all respect. 2-LOOP. 267 SITC Manual Call Point complete with , Glass, hammer and chain etc as required: Analogue addressable type 268 SITC Automatic commendable Control Switches for shutting downAC Plant, Power Supply, Gas Supply etc. Response Indicators. 269 SITC Fault Isolators for isolating shorted, dead wire and loose circuits between two successive Fault Isolators with automatic resetting arrangement. Analogue addressable type. 270 FIRE FIGHTING G-SCHEDULE 271 Sub Head - I - (Wet Riser System - Pumping Equipments)SITC of electric driven Sprinkler / Hydrant pump Suitable for automatic Operation consisting of the following-(A) Horizontal multi stage Centrifugal suction type pump complete for delivery of below mentioned discharge complete with necessary sluice value on the suction side ( all items to be matching the suction side of the pump) and pressure gauge sluice value and non return valve on the delivery side side ( all of the necessary dia) and including bypass arrangement for testing of pump.(B) Squirrel cage induction motor suitable for 415 V, 50 HZ, Ac supply of below mentioned HP for the above pump ,1450 RPM T.E.F.C confirming to IP:55 and flexible coupling and coupling guard with the pump. (C) Common bed plate fabricated from mild steel channel or cast iron type1620 LPM at 70 Mtr Head ( 50 HP Motor) 272 SITC of diesel engine drive Standby Pump suitable for automatic operation consisting of the following A, B, C. .The Diesel driven pump shall be suitable for following discharge:(A) Horizontal multi stage centrifugal suction type pump complete for delivery of below mentioned discharge complete with necessary flexible pipe, sluice value on the suction side (all items shall be matching the suction side of the pump) and pressure gauge, sluice valve and non return valve on the delivery side (all of the necessary dia) and including bypass arrangement for testing of pump.(B) Water cooled Diesel Engine developing suitable BHP for the below mentioned discharge at 1800 RPM, flexible coupling and coupling guard with the Pump, common bed plate for mounting of the Engine and Pump, d cushy foot, damping arrangement by cushy foot, Diesel Engine starting Panel for starting of the engine automatically with a unit of battery of 12/24v, 88 Ah, 13/21 plate, Exhaust Pipe of minimum 10 M length, with muffler, day oil tank of 300 1ts capacity with first charge and hand operated oil pumpingset, Supply, installation, testing, & commissioning of electric driven automatic pressurization pump setC) Horizontally mounted single stage centrifugal end delivery pump of below mentioned discharge with necessary sluice valve on the suction side (all items matching the suction side of the pump) and sluice valve, non return value, pressure gauge on the delivery side including by pass arrangement for testing of the working of the pumping set as required.1620 LPM at 70 Mtr Head ( 50 HP Engine) 273 SITC of Jockey pump having Squirrel cage induction motor suitable for 415 V, 50 Hz AC supply with synchronous speed of 2900 RPM T.E.F.C type confirming to IP:55 and flexible coupling and coupling guard with the pump ,Common bed plate of fabricated mild steel channel or cast iron type. 180 LPM at 70 Mtr (15 HP). 274 Supplying & Installing cylindrical type air vessel, 250 mm dia 1.5M high of thickness 6.0 mm M.S. complete with air release valve, safety valve, pressure gauge etc.along with two coats of Red Oxide and two coat of post office red enamel paint as required. 275 Providing & fixing 100mm dia pressure Gauge on Pump DeliveryLine complete with shut off cock. 276 SITC of pressure switches for Main, Jockey, and standby pumps,including necessary wiring UPTO control panel and stop valve. 277 Sub Head - II - (Hydrants System) 278 Providing and fixing single headed hydrant valves with flanged inletISI marked with 63 mm female instantaneous outlet of gun metalcomplete with blank cap and chain conforming to IS : 5290 279 Providing . 63 mm dia 15 M long reinforced rubber hose pipeconforming to IS : 636-1962, Part –A & ISI marked with Gun Metalmale & female coupling wire wound with the pipe. 280 Providing & fixing (1.0 M x .45 M x 0.6 M ) OUTDOOR HOSECABINET suitable for accommodating hydrants made of not lessthan 16 swg. M. S. sheet having central opening glazed doorincluding necessary locking arrangement, painting (one coat primer& two coats of paint ) and housing 2 Nos. RRL hose pipe, 1 Nobranch pipe. 281 Providing and fixing Swinging Drum type hose reel ISI marked 30M(L) x 20 mm (dia) rubber lined pipe with shut off nozzle of 6 mm diaincluding the cost of 25 mm dia pipe connection from riser to hosereel , all sockets, nipples, elbows and 25 mm globe valve. 282 Providing and fixing ISI marked Three Way fire Brigade Inlet to wetRiser with non return valve complete in all respects 283 Providing, fixing, jointing and testing of Heavy Gauge (C class ) MSPipe ISI marked with accessories like tees, elbows, flanged joints,reducers, compressed asbestos gaskets, nuts and bolts includingfixing the pipe with suitable flat iron strip clamps /bracket, paintingetc. Complete as required for delivery/ suction manifold relating tothe pump including painting of two coats of Red Oxide and two coatof post office red enamel paint including all civil breakages andmaking good the same : 284 200mm dia 285 150 mm dia 286 80 mm dia 287 Sub Head - III - (Piping, Valves and Accessories) 288 MS (Medium duty B class) pipe with cleaning,wrapping and coatingof the pipe as per IS; 10221 in all kind of soil at 1.0 M depthincluding excavation as required. 289 150 mm dia 290 100 mm dia 291 80 mm dia 292 Providing & fixing Butterfly valve with Cast Iron Body, Cast Iron Discand Seat of Nitrile Rubber Bonded on Bakelite with hard back to PN1.6 rating with following sizes complete with bolts, washers andcompressed asbestos gasket as required 293 150 mm dia 294 100 mm dia 295 80 mm dia 296 Providing and fixing non return valve complete with bolts nuts washers and compressed asbestos gasket etc as required : 297 200 mm dia 298 150 mm dia 299 80 mm dia 300 Carbon Dioxide type fire extinguisher with cylinder fully charge of 4.5kg capacity. 301 Providing, fixing, testing & commissioning of sprinkler heads of thefollowing type : Pendant type with quartziod bulb, operating temperature at 68 deg Cas per specifications. 302 Providing & fixing 10 SWG chrome plated brass 100 mm diadecorative flanges / escutcheon plates to be fixed at junction ofSprinkler piping with the false ceiling. 303 Sub Head - III - (Piping, Valves and Accessories) 304 Sub Head - IV (Fire Electrical Control Panel) 305 Supplying and making end termination with heavy copper lugs (pin/ring type) duty crimped with crimping tool, PVC tape etc of followingsize 306 1.5 Sq.mm 307 10.0 Sq.mm 308 35.0 Sq.mm 309 Supply, Fabricating & installing following sizes of perforated cable trays including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with suspenders and including painting as required. 100mm x 50mm x 1.6mm 310 BOUNDARY WALL G-SCHEDULE 311 Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m 312 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 313 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 314 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). (As per design mix) 315 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: M-30 Grade Concrete. 316 Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. 317 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 318 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars 319 Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing. 320 Random rubble stone masonry work in cement mortar with mechanical mixer in foundation (at any level) complete as per drawing and technical specification and as per clause 1000 and 1400 of MoRT&H specification including all scaffolding material, labour, machinery but excluding pointing and plastering. In cement mortar 1:4 (1 cement : 4 coarse sand) 321 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: 322 EARTH WORK 323 Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. 324 Earth work in excavation in open area, STP, WTP, Pumping station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, disposal of excavated material lead upto 1000m at suitable site as per as per drawing and as per direction of Engineer. (Measurements for payment to be done as per standard drawings). In all type of soil Upto 3.0 m depth. 325 EXTERNAL DEVELOPMENT 326 Compacting original ground 327 Loosening upto a level of 500 mm below the subgrade level watered, graded and compacted in layers by vibratory roller 8-10 tonne to meet requirement of table 300-2 for subgrade construction as per MoRT&H specification clause 305.3.4. 328 Loosening and recompacting original ground below embankment including Loosening leveling and recompacting original ground supporting embankment to facilitate placement of of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling by vibratory roller 8-10 tonne so as to achieve minimum dry density as given in table 300-2 for embankment construction as per MoRT&H specification clause 305.3.4. 329 Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion. 330 CEMENT CONCRETE PAVEMENTS 331 Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid manualy, compacting with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 332 Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-30. 333 Providing and laying cast-in-situ cement concrete M-20 grade kerb stone channel top and bottom width 115 and 165 mm respectively, 250mm high laid with kerb laying machine, on 150 mm thick PCC M10 grade foundation (laid manually) as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. Using Concrete Mixer. 334 Providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimun compressive strength of 300 kg/ sq cm. The CC paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. 335 Flooring with Cobble stone of approx. Size 125x125x75 mm (thick) laid on 25 mm average thick cement mortar 1:3 ( 1 cement : 3 Coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the stone, laid in approved pattern complete in all respect as per direction of Engineer-in-charge. 336 Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up to date) marked and pipes from 300 mm and upto 1800 mm manufactured through vertical casting process at all depths with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets, lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as per specification and / or as directed by Engineer. Note : E/w to be measured and paid separately. 300 mm internal diameter. 337 Horticulture Work 338 Grassing with Doobs grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed. In rows 7.5 cm apart in either direction. 339 Supply and planting following in poly bags / earthen pots well branched, well established & free from disease of 900 mm min. height plants at site in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required. 340 Ficus panda 341 Tecoma capensis ( Ratanjot) 342 Clerodendron inermii ( Choti Aari) 343 Tabernaemontana variegated ( Chandni) 344 Hamelia patens ( Firebush, Thal Kamal) 345 Hibiscus variegated ( Guddal) 346 Supply and planting following in poly bags / earthen pots well branched, well established & free from disease of 300 mm min. height ground covers at site in 0.3 m dia holes, 0.3 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required. 347 Wedelia trilobata ( SunFlower Family) 348 Alternathera green (Parrot Leaf) 349 Iresine herbstii (Blood Leaf) 350 Ophiopogon Black ( Lily Turf, Mondograss) 351 Asparagus myerii (Fox Tail) 352 Lantana sellowiana 353 Rhoeo spathacea Compacta‘ ( Oyster, Boat Lily) 354 Golden duranta 355 Pennisetum setaceum (Fountain Grass)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
Rajasthan View Result →
10.
Public Administrative Department #10704103 Price Bid
Tender For Annual Tender 2024-25 Public Health Meterial Supply Works In Vasudevanallur Town Panchayat; 1 10 Calcutta bucket (for 1) 2 12 Calcutta bucket 3 14 Calcutta bucket 4 Red Fort soil cutter with weed 5 Rattan basket 6 Iron pan 7 Sickle 8 Sewer scoop 9 Pickaxe 10 Rock pick 11 Tractor engine front wheel tire no. 600-16 12 Tractor engine front wheel tube 600 -16 13 Tractor engine rear wheel tire large 12.4 -28 14 Tractor engine rear wheel tube large 12.4 -28 15 Tractor trailer tire no. 900-16 16 Tractor trailer tube no. 900-16 17 Power tiller engine tire 6.00 - 12 18 Mini lorry tire number 8.25-16. 19 Mini lorry tube number 8.25-16. 20 Phenyl liter 21 Large dustbin 22 Cement dustbin 2 2 size 23 Large iron pan 24 Glove set 25 Mask 26 Socks set 27 Raincoat 28 Pythion mosquito repellent 29 Premier Minathal drain mosquito repellent 30 Abate 31 Herbicide with isopand 32 Peeling powder 1 kg 33 Lime powder 34 Cylinder (mosquito fumigation)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Tamil Nadu View Result →
11.
Educational and Research Institute #10599188 Price Bid
Tender For Total Facility Management For Aktu And Its Constituent Institutions - 1 Assistant Facility Manager 2 Technical Supervisor 3 Dg Operator 4 A / C Technician 5 Studio In-Charge / Senior Video Editor 6 Pcr Operator Cum Camera Operator Cum Camera & Sound Operator 7 Video Editor 8 Cameraman 9 Pcr Cum Camera Operator 10 Security Supervisor 11 Gunman 12 House Keeping Supervisor 13 Electrician 14 Plumber 15 Carpenter 16 Painter 17 Security Guard 18 Gardnder 19 Office Asst. For Moocs 20 Helper 21 Pantry Boy 22 House-Keeping - B Machines 1 Ride-On Sweeper 2 Ride-On Scrubber 3 Auto Scrubber 4 Lawn Mower 3Hp 5 Hp Jet 6 Single Disc 7 Weed Cutter 8 Vacuum Cleaner Wd 9 Wringer Trolley 10 Glass Cleaning Kit 11 Telescopic Rod 12 Sprayerc Consumables & Others ( Lump Sum ) 1 Chemicals & Consumables 2 Horticulture Consumables 3 Façade Cleaning 4 Pest Control
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 5
Uttar Pradesh View Result →
12.
Agriculture #10534560 Price Bid
Tender For Job Work Contract For Carrying Out The Farm Misc . Agriculture And Allied Works At Icar-Iiwm Research Farm , Deras , Mendhasal , Khurda , Providing The Job Work Contract For Carrying Out The Farm Misc . Agricultural & Allied Works , Daily Operation Of Tractor / Power Tiller / Grass Cutter / Pump Set , Daily Maintenance Of Farm Office Complex , Poly House , Net House , Threshing Floor And Meteorological Observatory , Daily Maintenance Of Farm Roads ( 3 Km ) , Irrigation Channel ( 1 Km ) , Pond Embankments And Farm Fence ( 1 . 4 Km ) , Maintenance Of Crops In Experimental Trilas In Block No . A , B , C & D Including Irrigation To Crops , Drainage , Field Bunds And Other Miscellaneous Works , Application Of Manure , Transplanting Of Paddy At Desired Spacing Including Nursery In 1 / 10Th Area ( Sowing , Uprooting , Bundling , Loading-Unloading ) , Weeding In Paddy Field , Bund Cutting And Sealing In Paddy Field , Application Of Fertilizer , Spraying / Dusting Of Agro Chemicals , Manual Harvesting Of Paddy , Making Bundles , Transporting And Staking At Threshing Floor , Threshing , Winnowing , Sun Draying , Bagging , Safe-Storage In To The Store Godown . , Winnowing , Sun Draying , Bagging And Safe-Stroge Of Paddy In The Store Harvested With Combined Harvester , Sowing Of Non-Paddy Crops Like Other Cereals , Pulses , Oil Seeds , Vegtables , Flowers Etc . , Weeding In Non-Paddy Crops Like Other Cereals , Pulses , Oil Seeds , Vegtables , Flowers Etc . , Earth Work For Digging & Filling Of Pits For Horticultural Crops , Base Cleaning , Hoeing , Application Of Manure And Fertilizer , Providing Irrigation To Horticultural Plantation And Orchards , Cleaning Of Weeds From Non-Experimental Field Bunds , Loading And Unloading Of Materials , Assisting In Collection Of Soil And Plant Samples , Biometric Observations And Other Miscellaneous Work , Harvesting Of Non-Paddy Crops ( Other Cereals Except Paddy , Pulses , Oilseeds Etc . ) , The Service Charges Of The Contractor ( For 1 Month ) Including Tds As Applicable For The Bidder And Considering All Unforeseen Expenses . , Gst [ If Applicable ]
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Odisha View Result →
13.
Health and Family Welfare #10433254 Price Bid
Tender For Supply of Chemicals , Stationary. Electrical, Sports Items and Others, List Of Items (All Types) , 20% H2so4 (500 Ml) , Absolute Alcohol 99% (500 Ml) , Acetic Acid 10% (500 Ml) , Acetic Acid 2% (500 Ml) , Acetic Acid 3% (500 Ml) , Acetic Acid(500 Ml) , Acetone (500 Ml) , Acid ( Hcl) (500 Ml) , Acid ( Hno3) (500 Ml) , Acid (H2so4) (500 Ml) , Acid Fast Stain Chemical Set , Adhesive Silk Tape , Albumin Kit (Bcg Method) 150Ml X 4 Brand- Erba / Coral , Alcohal Based Hand Sanitiser (500 Ml) , Alcohol Based Hand Sanitizer(100 Ml) , Arsenic 100 Ml , Ammonium Hydroxide (500 Ml) , Ammonium Molybdate (100 Ml) , Amonium Sulphate (500 Ml) , Anti Sera A, B & D Set , Antibiotic Zone Scale Per Pc , Applicator Sticks For Use Blood Grouping). Per 100 Pc , Barium Chloride(500 Gram) , Barium Chloride Solution (10Gram/Dl Liter)(500 Ml) , Barium Nitrate (500 Ml) , Beaker (Glass) Volume- 250 Ml , Beaker (Glass) Volume-500 Ml , Beaker (Glass) Volume-1000 Ml , Beaker (Plastic) Volume-500 Ml , Bilrubin Test Kit (Diazo Method) Brand- Erba / Coral , Benedicts Reagent (1000 Ml) , Benzidine Powder (100 Gm) , Big Tips 1000 ?L (Packet) , Biohazard Disposal Bags And Holders , Biomedical Waste Plastic Bags(Large) , Biomedical Waste Plastic Bags(Small) , Biomedical Waste Plastic Bags(Medium) , Brush For Glass Bottle Washing , Burner , Caps , Carbolic Acid Phenoi (500 Ml) , Calcium ( Ocpc Method) 150Ml Kit Brand- Erba / Coral , Carbul Fuschin (500 Ml) , Capillary Glasstube (Per 100 Pcs) , Cellophane , Cholesterol Kit ( Brand - Erba/Coral) , Cidex (Glutaraldehyd) (500 Ml) , Conical Flask Short Neck With Wide Mouth , Copper Sulphate Crystals 100 Gm , Cotton Rolls 400 Gm , Creatinine Kit ( Brand - Erba/Coral) , Culture Bottle , Dead Body Carrying Bags (1 Kg Bundle) , Dead Body Covering Cloth (Cotton) (1 Kg Bundle) , Dead Body Covering Sheet (Plastic) (1 Kg Bundle) , Dead Body Tags , Dextrose (500 Ml) , Disposable Surgical Gown , Disinfect Hand Sanitizer(500 Ml) , Disinfectant Handwash(500 Ml) , Distilled Water (1 Litre) , Esr Filling Bulb (Rubber)(500 Ml) , Ethanol (500 Ml) , Triple Layer Face Mask (10 Pc Pack) , Filter Paper (11 Cm) Ordinary , Filter Paper Whatman No-1 Sheet , Flouride Vial(1000 Ml) , Formaldehyde (500 Ml) , Formalin (500 Ml) , Gram Crystal Violet (500 Ml) , Gram Iodine (500 Ml) , Glass Jars With Cover (Square Shaped) , Glass Measuring Cylinders Per 10 Pcs , Glass Slide (Per Box) , Glucose Kit (God/Pod) Brand- (Erba /Coral) , Glutaraldehyde (500 Ml) , Glucometer Strips Brand- Glu Neo Lite (100 Strips Pack) , Glycerol Per Pcs , Goggles Per Set , Gram Stain Chemical Set , Gross Specimen Jar (Big Size-3 Liters) With Cover And Glass M Seal (500 Ml) , Histopathology/ Snap Top Containers (Plastic) Volume- 500 Gm , Hdl Kit ( Chod Pap Method) Brand- Erba / Coral (300Ml Kit) , Hydrogen Chloride (500 Ml) , Hydrogen Peroxide (500 Ml) , Iodine 100 Ml/Gm , Indole , India Ink (100 Ml) , Iso Propyl Alcohol (1000 Ml) , Lah (500 Ml) , Lancet Disposable(100 Pcs Pack) , Lead Nitrate 100 Ml/Gm , Lead Tetrate 100Ml/Gm , Leishman’S Stain (500 Ml) , Liquid Paraffin (500 Ml) , Liquor Ammonia Solution (500 Ml) , Litmus Blue Paper (Per 10 Pc) , Litmus Red Paper (Per 10 Pc) , Lpcb Reagent (100 Ml) , Lugols Iodine (500 Gm) , Macconkey Agar (500 Gm) , Magnesium Sulphate (500 Gm) , Mannitol Salt Agar Per Pc , Methanol(500 Ml) , Macconkey Agar Powder (500 Gm) , Match Box , Micropipette (1000 Microlitre Fixed) Packet , Micropipette (10-100 Microlitre Fixed) Packet , Micropipette (50-500 Microlitre Fixed) Packet , Micropipette (500-1000 Microlitre Fixed) Packet , Micropipette (10 Microliter Fixed) Packet , Microtips Small (200 Microliter) Packet , Microtips Small (1000 Microliter) Packet , Methyile Blue (500 Ml) , Muller Hinton Agar Powder (Brand Hi Media) (500 Gm) , N/10 Hcl Solution (500 Ml) , Nitric Acid (500 Ml) , Nichrome Wire (Packet) , Normal Saline (500 Ml) , Nichrome Loop Handle , Nichrome Loop Packet , Nutrient Agar Powder (Brand Hi Media) 500 Gm , Oxalic Acid 100 Ml , Paraffin Wax 500Gm , Peptone Water (100 Ml) , Phnyele Lisol Solution (1000 Ml) , Phenol Red Indicator (500 Ml) , Phenophthalein (500 Ml) , Phosphrus 100 Gm , Phosphrus ( Phospomolybdate Uv Method) 150Ml Kit Brand- Erba / Coral , Phosphotungstic Acid Reagentvial , Plain Vial , Plastic Bucket With Lid (100 Pcs Pack) , Plastic Dropper (100 Pcs Pack) , Plastic Dustbins Vol- 25 Litre (Red/Yellow/Blue/Green/White) , Potasium Oxalate(500 Gm) , Potassium Acetate (500 Ml) , Potassium Hydroxide (500 Gm) , Potassium Oxalate(500 Ml) , Potassium Permangnate(100 Gm) , Porcelain Basin , Pricking Needle/ Lancet (Per Pc) , Rectified Sprit (500 Ml) , Rotherl’S Powder Mixture (500 Gm) , Set Of Bone Marrow Needle (A)Kalima Needle – 2 Pieces(B)Salah Needle – 2 Pieces (C) Jamshidhi Needle - 2 Pieces Per Set , Big Tips 1000 ?L (Microtips) (Packet) , Small Tips 200 ?L(Microtips) (Packet) , Shoe Cover , Silver Nitrate (100 Gm) , Simmon Citrate Agar (500 Ml) , Sodium Bicarbonate Solution (500 Gm) , Sodium Carbonate (Brand- Merck) (500 Ml) , Sodium Chloride (Salt) (500 Ml) , Sodium Fluroide (500 Gm) , Sodium Hydroxide (100 Ml) , Sodium Hypobromite(500 Gm) , Sodium Nitroprusside (Brand- Merck) (500 Ml) , Soyabean Powder(500 Gm) , Spinal Needle , Spirit (500 Ml) , Sprit Lamp , Sulphur Powder (500 Ml) , Saframin (Powder) (.01%)(100 Gm) , Swabs(Per 100 Pc) , Syringe 10 Ml(Per 100 Pc) , Syringe 3 Ml(Per 100 Pc) , Syringe 5 Ml(Per 100 Pc) , Tooth Prick(Per 100 Pc) , Tissue Roll , Test Tube 5 Ml(Per 100 Pc) , Test Tube 10 Ml(Per 12 Pc) , Test Tube 15 Ml(Per 12 Pc) , Test Tube Holder , Total Protien ( Biuret Method )Brand- Erba/Coral 300 Ml (Kit) , Thermal Paper For Semiautoanalizer (Bioline) Per Roll , Thymol Crystals , Thymol Tablets , Triaglycerides Kit (Gpo/Pap) Brand- Erba/Coral100 Gm (Kit) , Uric Acid ( Uricase Method) 300 Ml Kit X 4 Brand -Erba / Coral , Urea Agar Base (Christen Sen) , Uri Sticks (Sugar And Protien) Brand- Siemensstrips Box (Per 100 Pc) , Usg Gel 200 Ml , Urograffin 76% 100 Ml , Urea Kit ( Brand- Erba/Coral) , Vacutainer Edta [Purple Cap] , Vacutainer For Pt/Aptt , Vacutainer Plain , Vp Medium , Western Green Esr Pipette (Glass) , Wooden Spatula , Wintrobe Tube , Zinc Oxide 100Ml/Gm , Surgical Bp Blade No- 20 , Surgical Bp Blade No- 21 , Surgical Mask , Glass Adhesive Glue ( Silicone) , Flowable Composite A-1 Shade (Dental Use) , Flowable Composite A-2Shade (Dental Use) , Ethchant For Dental Filling (Dental Use) , Bonding Agent For Composite (Dental Use) , Dental Filling Kit , Croton Tiglium Sees (Jamalgota) 100 Gm , Caster Oil Seed 100 Gm , Rati Seeds 100 Gm , Marking Nut 100 Gm , Capsicum Annum (Chilli) 100 Gm , Dhatura Seeds 100 Gm , Bhang Leaves 100 Gm , Ganja (Weed) 100 Gm , Tobacco100 Gm , Yellow Oleander (Kaner) 100 Gm , Nux Vomica Seed 100 Gm , Poppy Seeds 100 Gm , Big Triangular Bhala Medium Obiong Shaped With Narrow Shoulder Bhala Three Side Plain Bulging Bhala 2. , Two Plain Triangular Bhala , Darobhi (Spaer) , Pain Spear For Snake Killing With Single Pring Medium Size Crocodile Spear With Three Prongs , Dab Cutter, Dom Cutter-Palmyyrrh Leaf Cutting Knife , Gupti , Straight Dagger , Pistol Shaped Dagger , Folding Dagger , Plain Dagger , Sword , Fodder Cutter (Garasy) , Batali , Rukhani , Mouse Briker Charge Heavy , Rampuria (A) Spring Knife , Kukri Without Case , Gandasa , Leather Whip , Hammer (100 Gram) , Hammer (250 Gram) , Hammer (500 Gram) , Hammer (1 Kg) , Sword Stick Of Big Size , Pear With Handle , Thumbi , Ankush , Clasp Knife , Sword Big , Khara Small (Rantha) , Khara Big , Bow & Arrow , Heavy Stone , Heavy Stick , Coir Rope , Razer Blade , A4 Size Paper , Attendece Registar For Student (Class Use) , Register No 2 , Register No 4 , Register No 6 , Register No 8 , Register No 10 , Register No 16 , Permanent Ink Marker Thin (Brand - Faber Castle/Doms/Camlin) , Permanent Ink Marker Thick(Brand - Faber Castle/Doms/Camlin) , Drinking Glass Set Of 6 (Cello/Borosil) , Tea Cup Set Of 6 (Laopala/ Borosil/Cello) , Cellotape Big Size , Key Stand Almirah ( Made Of Stainless Steel 304 With Door & Lock ) Dimensions W X H X D (Cm). 134.9 X 195 X 50.7 Provision Withkey Hanger , Newspaper Stand , Laptop (13Th Gen Intel Core I5-1334U Laptop (16Gb Ddr4, 512Gb Ssd) Anti-Glare, 15.6/39.6Cm, Fhd, Win 11, Ms Office 21, Intel Iris Xe Graphics, 1080P Fhd Camera (Brand - Hp/Lenovo/Dell) , White Board Marker (Blue/Black/Red/Green) Luxor/Flair/Camlin , White Colur Self Adhisive (Tagging) Sticker , Whitener (Correction Pen) Brand- Luxor/Flair/Camlin , Water Purifiers Ro+Uv Minimum 7 Lit Tank With Complete Installation Brand -Kent / Aquagaurd , 0.75 Mm Copper Wire Brand- Finolex/Rr/Polycab/Anchor , 01 Mm Copper Wire Brand- Finolex/Rr/Polycab/Anchor , 1.5 Mm Copper Wire Brand- Finolex/Rr/Polycab/Anchor , 2.5 Mm Copper Wire Brand- Finolex/Rr/Polycab/Anchor , 4 Mm Copper Wire Brand- Finolex/Rr/Polycab/Anchor , Cat6 Heavy Duty Outdoor Cable Weatherproof/Uv Resistant 1000Mbps Ethernet Cable - 305 Meter Bundle Brand-D-Link/Digisol , Rj45 Connector Brand - Orpat/Casio , Calculator 12Digit , Binder Clip 25Mm (Pack Of 12) , Binder Clip 31Mm (Pack Of 12) , Binder Clip 40Mm (Pack Of 12) , Binder Clip 50Mm (Pack Of 12) , 5 Pin Modulersocket (16 Amp) -Brand- Havels/Anchor/Goldmedal , 5 Pin Modulersocket (32 Amp) -Brand- Havels/Anchor/Goldmedal , 5 Pin Socket (10 Amp)- Moduler Brand- Havels/Anchor/Goldmedal , Switch (10Amp)- Moduler Brand- Havels/Anchor/Goldmedal , Switch (16Amp)- Moduler Brand- Havels/Anchor/Goldmedal , Capacitor (3.15 Mf) , Led Bulb- 9 Wbrand -Philips/Havels/Bajaj/Orient , Top 10 Amp (Havels/Anchor/Goldmedal) , Top 8 Amp (Havels/Anchor/Goldmedal) , Switch 6 Amp (Havels/Anchor/Goldmedal) , Switch 10 Amp (Havels/Anchor/Goldmedal) , Modular Swith Board 2 Holder , Modular Swith Board 4 Holder , Modular Swith Board 12 Holder , Ss Combined Box , Mcb 10 Amp , Mcb 6 Amp , Mcb 20 Amp , Pvc Tape , Ceiling Led Light 36 Watt For 2X2 Ceiling Box , Led Tublight 20W Brand -Philips/Havels/Bajaj/Orient , External Led Driver(Bajaj) 36 Watt , Ceiling Fan 1200Mm High Air Delivery, Energy Saving, 100% Pure Copper Motor 2 Year Warranty (Orient/Havells/Usha/Bajaj)| , Home Theatre System Real 5.1Ch Dolby Audio Soundbar For Tv With Subwoofer & Wireless Rear Speakers, 5.1Ch Home Theatre System (600W, Bluetooth & Usb Connectivity, Hdmi & Optical Connectivity, Sound Mode) Brand - Sony/Jbl/Bose , Soundbar Speakers Wireless Rear Speakers, 25W, Bluetooth Connectivity Brand -Sony/Jbl/Bose , Extension Board For 05 Pin Socket 16A (03 Socket & 03 Switch) With 5 Mtr Wire (Hand Made) , Room Air-Purifier For Cleans Upto 150 Sq. Ft. Longest Filter Life Brand - Coway/Philips/Honeywell , Color Laser Printer -Brand - Hp/Canon/Epson , Laser Color Caditage -Brand-Hp/Canon/Epson , Brother Ads-4300N High Speed Network Sheetfed Desktop Scanners Brand -Bother , Multi-Functionlaser Printer (Toner Cartridge), Usb, Wireless, Wifi, A4 Print Speed Up To 34 Ppm (Black) Usb 2.0, Lan, Wifi, Wifi Direct, Brand - Hp/Canon/Epson , Battery 150 Ah Brand - Utl/Amron , Battery 200 Ah Brand - Utl/Amron , Inverter 1275 V Brand - Microtek/Luminous , Inverter 1100 V Brand - Microtek/Luminous , Stablizer For Ac 02 Ton 240 V Brand - Microtek/V-Guard , Ro Water Purifier 50 Liters Per Hours Brand- Kent/Aqua Guard , Smart Tv 32 Inch (Brand- Sony/Lg/Samsung) , Smart Tv 55 Inch (Brand- Sony/Lg/Samsung) , Wall Fan (Orient/Havells/Usha/Bajaj)| , Alluminum Partition (With Acp) Complete Installation , Alluminum Door (With Acp& All Fitting) Complete Installation , Flyleaf Printed Pjmc , Ball Pen (Pentonic/ Cello) , Bathroom Freshener (Godrej /Odonil) , Big Envelope Thread Pasted(A4 Size) , Bucket (Cello) , Copy For Examination 18 Page Rull Paper With Printed Cover , Door Mat (Coconut Rope) , Drawing Pin , Duster (For White Board) , Envelope (Small 11X4Size) , Hand Wash Liquid 1 Litre (Dettol/Savlon/Lifeboy) , Hand Wash Soap 100 Gm (Dettol/Savlon/Lifeboy) , Hdmi Cable , Paper Weight , Pen Stand , Pencil (Doms/Natraj/Apsara , Pencil Bettary (Aa) Everyday / Duracell , Pencil Bettary (Aaa) Everyday / Duracell , Pendrive32 Gb , Plastic Mug , Plastic Scale , Stainless Steel Shoe Stand , Stamp Pad , Stapler Kangaroo (Small) , Stapler Pin Big Size , Stapler Pin Small Size , Table Clock With Time, Date & Temperature , Tag , Tissue Paper , Towel (Small) , Towel Big Size White Colour , Tp Link Usb Wifi Adaptor , U.P.S For Desktop , Usb Hub (3.0 With 04 Usb Port) , Usb Hub 3.0 With 04 Usb Port , Wall Clock Round White Ajanta , Water Bottles , White Board Duster , Badmiton Net , Badminton Pole , Badminton Racket , Shuttle Cock , Led Flood Light 120 Watt , Volley Ball , ( Volley Ball) Net And Pole , Basket Ball , Basket Post , Cricket Bat (With Cover) , Cricket Ball , Legguard , Batting Gloves , Thigh Guard , Abdo Guard , Stump , Helmet , Football , Football Net (One Pair) , Football Air Pump , Ludo Wooden Made With Fine Polish , Chess Wooden Made With Fine Polish , Carrom Wooden Made With Fine Polish , Snooker , Cable Crossover ( Brand -Aerofit / Nordictrack / Precor / Lifefitness) Dimensions Folded: (In) • Length 43? • Width 177? • Height 91? Weight Stack (Ibs): 200 X 2 Sides Frame High Tensile Strength Steel, Continuous Welded, Factory Assembled Weight Frame. Cable 2500 Lbs Heavy Rated Steel Cable With Nylon Coated Tube Rectangular Tubing Pulley Fiber Glass Reinforced Nylon Pulleys With ‘V’ Grooved Channel , Multi Functional Smith Machine ( Brand -Aerofit / Nordictrack / Precor / Lifefitness) 1) Extra Range Of Motion For Functional Cable Cross And Smith Machine . 2) Easy To Fit Leg Press Plate . 3) Upgraded Linear Bearing For Smith Machine Giving A Smoother Travel / Smooth Locking System. 4) Counter Weights On Smith Machine Is To Reduce The Net Weight Of The Barbell. 5) Commercial Grade Pulleys , Cable , Bearing , J Hooks , Safety Arms Etc. 6) Main Frame Is Constructed From 100Mm X 50Mm 11 Gauges Steel Tube . 7) Front Pulley / Power Rack Upright Post Is 80Mm X 40 Mm 304 Grade Stainless Steel Hook . 8) Functional Pulley Slider Smoother And Single Hand Adjustment . 9) J Hook And Safety Arms Have Nylon Strips To Avoid Metal To Metal Contact . , Rower Machine ( Brand -Aerofit / Nordictrack / Precor / Lifefitness) Air Resistance Technology For Highly Effective Workout Which Targets Every Major Muscle Group. • High Strength Nylon Pedal Strap For A Smooth & Quiet Pull. • Resistance: 9 Resistance Level. • Requires 8 X 3-Ft. Space; 2-Piece Design For Storage. • Max. User Weight: 130 Kgs. , Leg Curl/ Extension Dimensions: 62” (L) X 43” (W) X 60” (H) • Tube Gauge: 3.0Mm, With Rectangular Tubing High Tensile Steel. • Rust Proof: Electro Statically Powder Coated. • Weight Stack: 242 Lbs / 110 Kgs , Lat Pulldown & Low Row Dual Function , Inclined Bench Press , Olympic Flat Bench , Pec Fly/Rear Delt ( Brand -Aerofit / Nordictrack / Precor / Lifefitness) Dimensions: 48” (L) X 74” (W) X 60” (H) • Tube Gauge: 3.0Mm, With Rectangular Tubing High Tensile Steel. • Rust Proof: Electro Statically Powder Coated. • Weight Stack: 242 Lbs / 110 Kgs2 Set , Adjustable Bench , Angled Leg Press ( Brand -Aerofit / Nordictrack / Precor / Lifefitness) Dimensions Folded: (In) • Length 84? • Width 65? • Height 53? Frame High Tensile Strength Steel, Continuous Welded, Factory Assembled Weight Frame. Tube Rectangular Tubing , Abdominal Board , Twister Sitting & Standing Dimensions: Length 82? X Width 30? X Height 50? , Heel Raise , Shoulder Press • Dimensions: 72” (L) X 60” (W) X 60” (H) • Tube Gauge: 3.0Mm, With Rectangular Tubing High Tensile Steel. • Rust Proof: Electro Statically Powder Coated. • Weight Stack: 242 Lbs / 110 Kgs , Weight Plates Per Kg Rubber Coated Stainless Steel , Dumbellsper Kg Rubber Coated Stainless Steel , Olympic Inclined Bench , Olympic Bars Stand , Plain Olympic Rod 50 Mm + 150Bl Collars , Zig Zag Olympic Rod50 Mm + 150Bl Collars
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 6
Jharkhand View Result →
14.
Public Administrative Department #10408015 Price Bid
Tender For Inviting Rates For Sanitary Material As Given In The List For The Financial Year 2025-26 --1 White Phenyl2 Black Phenyl3 Malaria Oil4 Anti Larva Oil5 Toilet Cleaner6 Acid Bathroom Cleaner7 Harpic8 Red Harpic9 Fogging Oil10 Floor Cleaner11 Deo Drying Fluid12 Pine Cleaner13 Bleaching Powder14 Dusting Powder15 Phenolic Powder16 Cresol Powder17 Carbolic Powder18 Deo Drying Powder19 Disinfectant Powder20 Alum21 Chlorine Powder22 Weed Killer23 Insecticide24 Naphthalene Ball25 Broom (Stick)26 Broom (Flower)27 Basket (Plastic)28 Basket (Iron)29 Basket (Bamboo)30 Spade (With Handle)31 Axe (with handle)32 Gati (with handle)33 Scavenger34 Hoe35 Cut-off36 Tree cutting scissors (small)37 Tree cutting scissors (large)38 Saw machine 22/2439 Chain (Tree cutter machine)40 Wiper41 Mop42 Air freshener43 Dustbin 5 Liter44 Dustbin 8 Liter45 Pedal dustbin 5 Liter46 Room freshener 100 ML47 Hand wash48 Sanitizer49 Tissue paper50 Bucket 20 Liter51 Mug 1 Liter52 Soap (Dettol/ Medimax/ Lifebuoy)53 Mirror (2*1)54 Comb55 Hand towel56 Sanitary pad57 Lime58 Wheel chair59 Toilet Brush60 Steel Gunja61 Curtain 7*4 (with fittings)62 Chair Towel63 Big Lock64 Small Lock
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Madhya Pradesh View Result →
15.
Public Administrative Department #10367557 Price Bid
Tender For Work Of Widening And Strengthening Of The Stretch From Baba Kuti Intersection To Alankar Guest House (Length 2.34 Km) Via Sote Baba Mandir Is Being Carried Out Under Zone-03, 1 Main Road:: Earth work embankment in foundation and under plinth in ordinary soil including lift 1.5m & lead 30m bydirection of E/I & Cartage earth upto 3 km . etc all complete. 2 Construction of granual sub base (GSB) with well graded materails in uniform layer etc all complete. 3 Providing and laying tack coat with using bitmen pressure distributor @0.30 kg/m2 on granular surface cleaned with mechanical broom etc all complete. 4 Denge Graded Bituminous Macadam (DGBM) P/L dense graded bituminous macadam with 60-90 THP Type HMP producing an average output of 75 tonnes per hour crushed aggregates of specified grading premixed with bitumixed binder @4.5% by weight of total mix and filler transporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vibratory and random rollers to achieve the desired compaction as per MORTH specification clause NO 507 complete in all respect. 5 Sam 2 Layer 6 CGBM 7 Supply and fixing of reflective road features Solar Stude/Cat eye type ASTMD- 4280 etc all complete. 8 Painting of pavement with 2.5mm thick plastic thermoplast making paint in center line, side line, stop line, zebra line. 9 Divider:: Dismantling of flexible pavements & disposal of dismantled materials upto a lead of 100m, stacking serviceable & unserviceable materials separately as per technical Specification clause 202. By Mechanical of Bituminouse course. MORD -202(2.14) 10 Earth work in execavation in foundation and under plinth area lift 1.5 m lead 30 m with all charges complete. 11 Construction of granual sub base (GSB) with well graded materails in uniform layer etc all complete. 12 R.C.C work with 1:1.5:3 cement c/sand and stone ballast etc all complete. 13 Mild steel work in R.C.C work etc all complete. 14 Centeringand Shuttering including strutting, propping etc and removal of walls (any thickness) etc all complete. 15 12 mm thick plaster of mix 1:6 cement coarse sand etc all complete. 16 Providing and Applying of white cement based wall putty for making surface smooth etc all compete. 17 Providing and Applying of white cement based wall putty for making surface smooth etc all compete. 18 Mild steel or iron work for grill of fabricationwork including bending, cutting, welding etc all complete. 19 Painting or vernishing on iron work in small areas or new work with one coat of ready mix priming paint two coat of approved superior quality readymixedpaint of clear including supply of all materials, labour &T&P etc all complete 20 Disposal of surplus earth/ malwa upto 3 km etc all complete. 21 Footpath:: Earth work embankment in foundation and under plinth in ordinary soil including lift 1.5m & lead 30m bydirection of E/I & Cartage earth upto 3 km . etc all complete. 22 Construction of granual sub base (GSB) with well graded materails in uniform layer etc all complete. 23 P/L/J of 160 mm dia PVC pipe etc all complete. 24 Construction of PCC Block kerb & channel Drain etc all complete. 25 Supply & Laying Of 80mm thick rubber moulded interlocking tiles with local sand 25-40 mm thick etc all complete. 26 Providing and laying in cement concrete 4:2:1 of not less than strength of m 150 [stone ballast 4 (20 mm.normal size) :2 apprroved coarse sand : 1 cement] and curring complete including cost of formwork in foundation and floorsetc all complete. 27 Cement Bolard 28 Cement Bolard 29 Drain and Duct:: Dismentalingreinforcement cement concrete or Reinforcment brick work including stosking of materials as per directed by Engineer- in -Charge with in adistance of 60 mt. etc all complete 30 Dismentaling of brick work with cement mortor etc all complete. 31 Dewatering of Drain by pumpset etc all complete 32 Desilting of open nala in foul position all charges complete. 33 Earth work in execavation in foundation and under plinth area lift 1.5 m lead 30 m with all charges complete. 34 Providing and Laying of P.C.C. 1:6:12 cement, c.sand and 40 mm gauge brick ballast etc all complete. 35 Providing and laying RCC NP-3 900 mmdia hume pipe etc all complete. 36 Construction of M.H. Chamber 1.20x.1.20x1.50 etc all complete. 37 Laying, spreading and compaction of local screened sand n water logged location for construction of road embankment including all leads and liftscompleted job as per technical specification clause 305 and direction of Engineer etc all complete 38 R.C.C. work with cement approved c.sand and stone ballast in the proportion of 1:1.5:3 for slab etc all complete. 39 Mild steel or iron work in plain worksuch as reinforced concrete to required shape as necessary including binding for proper completion of work. 40 Centeringand Shuttering including strutting, propping etc and removal of walls (any thickness) etc all complete. 41 mild steel iron grill work 42 Disposal of surplus earth/ malwa upto 3 km etc all complete. 43 Lighting work :: Supply and fixing of 9 mtrGI Octagonal Pole of Approved make ( top dia 70 mm, 155 mm Bottom dia, & base plate 12 mm thick) having 3 mm thickness with Single Arm Bracket (1 Mt Length ) on RCC foundation including the cost of foundation, foundation bolts, exacavation & back filling & Required T&P etc all complete & WIRING WORK & LIGHT. 44 Semi high mast light 45 Construction of chauraha and Mural:: Earth work in execavation in foundation and under plinth area lift 1.5 m lead 30 m with all charges complete. 46 Providing and Laying of cement concrete 1:4:8 cement, c.sand and 40 mm gauge stone ballast etc all complete. SI 273 47 R.C.C. work with cement approved c.sand and stone ballast in the proportion of 1:1.5:3 for slab etc all complete. 48 Suplly & Fixing of Murals as per approved design & as per direction of E/I. Required T&P etc all complete. 49 R.C.C. work with cement approved c.sand and stone ballast in the proportion of 1:1.5:3 for slab etc all complete. 50 Providing and Applying of white cement based wall putty for making surface smooth etc all compete. 51 Finishing walls with Art painting approved brand on wall surface with all completion of work. 52 Supply and fixing of light pole with all fittings & LED Lights on RCC foundation including the cost of foundation, foundation bolts, exacavation & back filling & Required T&P etc all complete 53 Suplly & Fixing of Murals as per approved design & as per direction of E/I. Required T&P etc all complete. 54 Horticulture Work:: Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts 55 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 56 Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured instacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm. 57 Spreading of sludge, dump manure or/and good earth in requiredthickness (cost of sludge dump manure or/and good earth to bepaid separately). 58 Carrigae of manure upto 5 K.M. 59 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. 60 Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) 61 Supplying & Stacking of Selection No.1/doob grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. 62 Cutting of Hedge/Edge including removing of cut material, cleaning, hoeing of hedge/edge bed watering, manureing and applying insecticides and fungicides etc.(excluding the cost of material which shall be supplied by Per Sqm the department) and as per direction of officer in charge. 63 Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35- 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 64 Anemone hybrid (3 in one) variety well developed with fresh & healthy Flower in full bloom in 25 cm Earthen Pot/Plastic Pot. 65 Polyalthia pendula (Ashok Pendula) height 180-195 cm. in gunny bag size 30 cm 66 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 67 COST OF BORING PUMP SUBMERSIBLE 68 Extra Horticulture work at two places 69 elecrical Utility S.T. Pole ( SP-37) 9.5 Mtr 70 Stay set 16x1800 SWG 71 Stay insulator 72 Stay Wire 7/10 SWG 73 Earthing Complete 74 Earth Wire 7/16 SWG 75 Aerial Bunched Cable (3x120)+(1x195+(1x16) 76 Suspension clamp with eye hook 77 Dead end clamp with Eye hook 78 Holding Clamp For ST Pole 79 Piercing Connecto 120-25 mm 80 L.T. Bare Nuteral Connecto 120-25 mm 81 L.T. Cable 1x25mm 82 Distribution box Single phase with clamp set 83 Distribution box three phase with clamp set 84 Al. Lug. 25mm 85 LT Circuit 500/600A 86 L.T. Bracket 18 87 LT Cable 1X300 mm 88 LT Cable 1X400 mm 89 Nut & Bolts off size with washer 90 Loading, Carriage and unloading of ST poles including old & used S.T. Pole from store to work site or vice-versa. 91 Erection of Single S.T. Poleas per standard specification 92 Grouting of pole with cement brick ballast and coarse sand as per standard specification. 93 Making of pole plinth of 400 mm dia, 600 mm height (200mm underground) with C.C. in ratio 1:4:8 of cements, stone ballast and coarse sand including cost of materials. 94 Painting of Steel Tubular Pole with one coat of red oxide and two coats of first enamel Alm. Paint upto fuse set including cost of all materials. 95 Earthing of supports as per standard specifications. 96 Opening of H.T. Jumpers from the existing 3 Phase 3 Wire H.T. O.H. line for erection work. 97 Making of H.T. Jumpers from 3 Phase 3 Wire H.T. O.H. line for erection work. 98 Dismentalling of existing ACSR conductor 99 L/c for Dismentalling of Damaged S.T. Pole of very Critical Position with the help of crane after remaving all the accessories from damged pole and its all related wotk including digging of pit or by cutting with gas cutter. 100 Dismentaling of old XLPE /AB Cable cable from site as per reuirements 101 L/c for Fixing of stay rod and its erection and grouting by fitting of stay clamp. Stay wire and its proper binding and tightening etc. 102 Opening of LT jumpher from the existing 3 Phase 4 wire OH line 103 Making of LT Jumpers with 3 Phase 4 Wire OH line after erection of work 104 Taking out from drum or/and Loading, carriage and unloading of Aerial Bunched Cable from store to work site or vice-versa. 105 L/C for laying of AB cable with all accessories 106 Connecting of newly erected network with KESCo mains including testing, commissioning and energization of the same completely. 107 Carriage of all concerning stock materialfrom KESCo Store to site or vice-versa. 108 11 KV 3x185mm XLPE Cable 109 11 KV O/D Cable Box 3x185mm 110 11 KV Straight Through Cable Box 3x185mm 111 11 KV 3x70mm XLPE Cable 112 11 KV O/D Cable Box 3x70mm 113 ST Pole ( SP-55)11 mtr long 114 11 KV Pin Insulator 115 11 KV G.I Pin With Nut 116 StaySet 16X1800 mm 117 Stay insulator 118 StayWire 7/10 SWG 119 Earthing Complete 120 Earth Wire 7/16 SWG 121 11/0.4 KV , 250KVA Distribution Transformer 122 ST Pole ( SP-55)11 mtr long 123 Cost of 11 KV Fuse set 124 Cost of 11 KV T.P.M.O switch 125 MS Channel 100x50x6 mm 2.40Mtr ( 20No) 126 11 KV Pin Insulator 127 11 KV G.I Pin With Nut 128 M.S. Clamp 4½ (50x6mm) 129 M.S. Clamp 5½ (50x6mm) 130 C.I. Packing Pcs.4½ 131 C.I. Packing Pcs.5½ 132 ACSR Dog Conductor 133 11KV Disc Insulator 134 Disc fitting for Dog Conductor 135 Al. lug. 300mm 136 Al. lug. 400mm 137 LT Circuit 500/600A 138 L.T. Bracket 18 139 LT Cable 1X300 mm 140 LT Cable 1X400 mm 141 Nut & Bolts off size with washer 142 Loading, Carriage and unloading of ST poles including old & used S.T. Pole from store to work site or vice-versa. 143 Erection of Single S.T. Poleas per standard specification 144 Erection of Double pole structure as per standard specifications 145 Grouting of pole with cement brick ballast and coarse sand as per standard specification. 146 Making of pole plinth of 400 mm dia, 600 mm height (200mm underground) with C.C. in ratio 1:4:8 of cements, stone ballast and coarse sand including cost of materials. 147 Painting of Steel Tubular Pole with one coat of red oxide and two coats of first enamel Alm. Paint upto fuse set including cost of all materials. 148 Earthing of supports as per standard specifications. 149 Fabrication/modification of MS Item as per requirement of site 150 Fixing of MS Channel (100x50x6 )mm 2.4 / 2.8 mtr. Long/M.S. Angle /LT Brackets and as per Required size 151 L/c for Taking out 33kv and 11 kV 3x70 to 3x300 XLPE Cable/LT Cable except service cable from cable drum before laying and transportation of the cables from store to work site or vice-versa. 152 L/c for Laying ofXLPE cables of all sizes except service cables 153 Digging of Pit 2x2x1 mtr. for laying of cable through HDD Method. 154 With HDPE Pipe (Pipe Provided by Contractor) 155 Without HDPE Pipe 156 Making indoor/outdoor joints of 11 KV and 33 KV XLPE Cable where the cable is being laid. 157 Mounting of all types of cable box on pole as well as on H.T.P.B./Outdoor Metering Cubical/H.T.M.C. the work includes proper clamping of cable box on both ends with pipe provided by KESCo 158 Opening of H.T. Jumpers from the existing 3 Phase 3 Wire H.T. O.H. line for erection work. 159 Making of H.T. Jumpers from 3 Phase 3 Wire H.T. O.H. line for erection work. 160 Mounting of 33 kV/11 kV Pin/DISC Insulator 161 Dismentalling of existing ACSR conductor 162 L/c for Dismentalling of Damaged S.T. Pole of very Critical Position with the help of crane after remaving all the accessories from damged pole and its all related wotk including digging of pit or by cutting with gas cutter. 163 L/c for Dismantling of M.S. Channel/X-arm/Guarding angle 164 Dismentaling of old XLPE /AB Cable cable from site as per reuirements 165 L/c for Fixing of stay rod and its erection and grouting by fitting of stay clamp. Stay wire and its proper binding and tightening etc. 166 Opening of LT jumpher from the existing 3 Phase 4 wire OH line 167 Making of LT Jumpers with 3 Phase 4 Wire OH line after erection of work 168 L/C for laying of AB cable with all accessories 169 Connecting of newly erected network with KESCo mains including testing, commissioning and energization of the same completely. 170 Carriage of all concerning stock materialfrom KESCo Store to site or vice-versa. 171 Laying, stringing, tensioning and binding of ACSR Dog conductor for H.T. O.H. line 172 Chopping of tree branches lying in the route of over head HT/LTline touching the tree branches to the phase line conductor making fault to the feeder, for 3” to 18” dia or as per requirement of site. 173 Shifting ,Loading, carriage & unloading of distribution Transformers (upto 400 KVA) from store to site & vise-versa or from site to another site. 174 Erection of Distribution T/F on plinth/Double pole structure. 175 Fitting of L.T. D.B. by brackets & clamps on double pole structure & L.T. Cable Connection from T/F Cable to L.T.D.B. 176 Loading, Carriage and unloading of ACSR/ Panther Conductor from store to work site or vice-versa. 177 Connection of L.T. cable from L.T.D.B to L.T.O.H. 178 Jumpering of H.T.Lines from the existing HT O.H. line. 179 Jumpering of L.T. Lines from the existing LT O.H. line. 180 Erection of Drop out fuse set on Double Pole structure 181 Energizing and shifting of load on newly installed transformer from near over loaded transformer after construction of necessary LT OH Line. (If required) 182 Construction of T/F plinth, suitable for mounting of distribution transformer size of the plinth will be 1.2x1.2x1.2 meter solid with brick work. 75 mm thick C.C. in ratio 1:4:8 with cement, coarse sand and brick ballast laid on the base and 75 mm thick done on all the exposed sides to the plinth. 183 Fabrication, erection & grouting of T/F fencingof frame size 3x2.4 mtr. including cost of M.S. Angle size 40x40x5 and M.S. Flat size 35x5, fixing of welded steel wire fabric on steel frames by welding of 10 SWG wire fabric, including Painting fo two coats of paint on iron based surfaces with ready mixed paint to give bus green shade including cleaning of oil and dust. 184 L/c for Making 11 KV Straight Through joint including digging of pit upto 1.1 Mtr. Depth. 185 80 feet deep bore earthing including supply of GI pipe and 25x3 Strip 186 11 KV 3x185mm XLPE Cable 187 11 KV O/D Cable Box 3x185Sqmm 188 33 KV 3x300mm XLPE Cable 189 33 KV O/D Cable Box 3x300Sqmm 190 MS Clamp 6.5 191 MS Clamp 5.5 192 CI Packing 5.5 193 CI Packing 6.5 194 MS Clamp 4.5 195 G.I Pipe/old pole 3mtr long 196 MS Channel 100x50x50x5 197 Nut & Bolts off size with washer 198 Al. lug. 300mm 199 Loading, Fabrication and modifications of M.S. Items as per site requirement. 200 L/c for Taking out 33kv and 11 kV 3x70 to 3x300 XLPE Cable/LT Cable except service cable from cable drum before laying and transportation of the cables from store to work site or vice-versa. 201 L/c for Laying ofXLPE cables of all sizes except service cables in above digged trench 202 Digging of Pit 2x2x1 mtr. for laying of cable through HDD Method. 203 With HDPE Pipe (Pipe Provided by Contractor) 204 Without HDPE Pipe 205 Making indoor/outdoor joints of 11 KV and 33 KV XLPE Cable where the cable is being laid. 206 Mounting of all types of cable box on pole as well as on H.T.P.B./Outdoor Metering Cubical/H.T.M.C. the work includes proper clamping of cable box on both ends with pipe provided by KESCo 207 Carriage of all concerning stock material except mentioned above from Kesco. Store to site or vice-versa. 208 33 KV 3x300mm XLPE Cable 209 33 KV O/D Cable Box 3x300mm 210 33 KV Straight Through Cable Box 3x300mm 211 Al. lug. 300mm 212 Nut & Bolts off size with washer 213 Loading, Carriage and unloading of ST poles including old & used S.T. Pole from store to work site or vice-versa. 214 Dismentalling of existing ACSR conductor 215 Loading, Carriage and unloading of ACSR/ Panther Conductor from store to work site or vice-versa. 216 L/c for Taking out 33kv and 11 kV 3x70 to 3x300 XLPE Cable/LT Cable except service cable from cable drum before laying and transportation of the cables from store to work site or vice-versa. 217 L/c for Laying ofXLPE cables of all sizes 218 Digging of Pit 2x2x1 mtr. for laying of cable through HDD Method. 219 With HDPE Pipe (Pipe Provided by Contractor) 220 Without HDPE Pipe 221 Making indoor/outdoor joints of 11 KV and 33 KV XLPE Cable where the cable is being laid. 222 Mounting of all types of cable box on pole as well as on H.T.P.B./Outdoor Metering Cubical/H.T.M.C. the work includes proper clamping of cable box on both ends with pipe provided by KESCo 223 Opening of H.T. Jumpers from the existing 3 Phase 3 Wire H.T. O.H. line for erection work. 224 Making of H.T. Jumpers from 3 Phase 3 Wire H.T. O.H. line for erection work. 225 L/c for Dismentalling of Damaged S.T. Pole of very Critical Position with the help of crane after remaving all the accessories from damged pole and its all related wotk including digging of pit or by cutting with gas cutter. 226 L/c for Dismantling of M.S. Channel/X-arm/Guarding angle 227 Mounting of 33 kV/11 kV Pin Insulator 228 Connecting of newly erected network with KESCo mains including testing, commissioning and energization of the same completely. 229 L/c for Making 33 KV Straight Through joint including digging of pit upto 1.1 Mtr. Depth. 230 Carriage of all concerning stock materialfrom KESCo Store to site or vice-versa.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
Goa View Result →
17.
Drinking Water Supply and Sanitation #10236715 Price Bid
Augmentation Cum Reorganization Of Aapni Yojana Phase I Churu Bisau Feeder Water Supply Project Including 10 Years O And M District Churu.- 1 Part A : Cost Estimate For Pipeline Works 2 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 Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 3 75 Mm Dia 4 90 Mm Dia 5 110 Mm Dia 6 125 Mm Dia 7 140 Mm Dia 8 160 Mm Dia 9 180 Mm Dia 10 200 Mm Dia 11 225 Mm Dia 12 100 Mm Dia 13 150 Mm Dia 14 200 Mm Dia 15 250 Mm Dia 16 300 Mm Dia 17 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointing Ductile Iron ( Di ) Isi Marked K-7 Grade S&S Pipes As Per 15:8329-2000 ( Amended Upto Date ) , With Internal Cement Mortar Lining Suitable For Potable Water With Rubber Ring ( Epdm ) Joints As Per Is: 5382- 1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / I.I Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 18 100 Mm Dia 19 150 Mm Dia 20 200 Mm Dia 21 250 Mm Dia 22 300 Mm Dia 23 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointing Ductile Iron ( Di ) Isi Marked K-9 Grade S&S Pipes As Per 15:8329-2000 ( Amended Upto Date ) , With Internal Cement Mortar Lining Suitable For Potable Water With Rubber Ring ( Epdm ) Joints As Per Is: 5382- 1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / I.I Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 24 150 Mm Dia 25 Providing, Lowering, Laying And Jointing In Trenches, Standard Lengths Hdpe Pe- 80 Pn-6 Isi Marked Pipes As Per Is-4984:1995 ( Ammended Upto Date ) With Neccessary Jointing Material Like Mechanical Connectors, I.E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joint And Specials Jointing Pipe By Butt Fusion / Electro Fusion Welding Method, Including All Taxes, Transportation And Freight Charges, Inspection Charges, Loading / Unloading Charges, Stacking Of Pipes, Including Cost Of Labour And Material, Specials ( Tee, Bends Etc. ) , Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In-Charge Of Following Class And Diameter. ( Excluding Earthwork ) 26 75 Mm Dia 27 90 Mm Dia 28 110 Mm Dia 29 125 Mm Dia 30 140 Mm Dia 31 160 Mm Dia 32 180 Mm Dia 33 200 Mm Dia 34 225 Mm Dia 35 Providing, Lowering, Aligning, Fixing In Position And Jointing In Pipe Line, Combination Air Release Valve Kinetic Type With Single Chamber Housed Double Orifice And Have 3 Functions, Large Air Exhaust, Small Air Venting And Large Air Intake During Vacuum Of Pipeline Of Approved Makes Of Following Pressure Rating And Dia And As Per Following Specifications:Governing Standard - Awwa C512 , Body And Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865, Float & Internal Trim: Aisi 304 Stainless Steel, Seat Ring & Gasket - Epdm / Nbrdrilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Body & Coverinside And Outside Fasteners - Cs / Galvanised Steel , Outlet Of Big Orifice Will Have A Screen To Prevent Tamper Of Float, Big Orifice Size Should Be Equal Or Larger Than The Inlet Flange Bore, For Fully Comply With Awwa C512. ) , Valve Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer In Charge.Note: Rates Are Exclusive Of Connecting Tee, Pipe Piece And Earth Work. 36 50 Mm Dia 37 Construction Of Air Valve Pillar For Fixing Of Air Valves 38 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6 39 100 Mm Dia 40 150 Mm Dia 41 200 Mm Dia 42 Providing, Lowering, Aligning, Fixingin Positionin Pipeline, Cid / Fsluicevalvesof Approved Make Of Following Pressure Rating & Dia Complete, Confirming To Is:14846 ( Amended Up To Date ) And Of Following Specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand Wheel Of Grey Cast Iron Of Is:210 / Fg200stem - Ss 304 , Body Seat Ring, Wedge Facing Ring & Bushes - Ltb2 / Ss, Face To Face Dimensions As Per Is 14846 / 2000 ( Amended Up To Date ) , All Exposed Machined Ferrous Surfaces Shall Be Painted With One Coat Of Aluminium Red Oxide Primer Conforming To Is:5660 And Two Coats Of Black Japan Paint Conforming Totype B Of Is 341Or Paint Conforming To Is9862 Or Is2932 ( Non-Toxic- Suitable For Drinking Water ) Applied Inside And Outside, Flanges Drilled As Per Is 1538.Nut-Bolt Confirming To Is:1363 And Is: 1367 / Cs / Galvanised Steel.Insersion Rubber Of Black Epdm 6Mm Thick . Suitablesupport Structure As Per Directions Of Eic. Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Manually Operated Ci Sluice Valves Of Class Pn 1.0 Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 43 80 Mm Dia 44 100 Mm Dia 45 125 Mm Dia 46 150 Mm Dia 47 200 Mm Dia 48 250 Mm Dia 49 300 Mm Dia 50 Cosntruction Of Valve Chamber For Sluice Valves, Flow Control Valve And Butterfly Valve As Per Approved Drawing And Specifications To The Satisfaction Of Engineer-In-Charge 51 Type - A ( 80 Mm To 100 Mm Dia ) 52 Type - B ( 125 Mm To 200 Mm Dia ) 53 Type - C ( 250 Mm To 350 Mm Dia ) 54 Construction Of Village Transfer Chamber As Per Approved Design, Drawing & Specification Given For Material Of Construction And Completion Of All Works Of Installation Of Sluice Valves, D.Joints, C.I. Pipes, Specials ( Excluding Supply ) Etc. Complete In All Respect To Achieve The Work As Given In The Scope Of Work. 55 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing Ci Dismantling Joint ( Suitable For Sluice Valves Etc. ) As Per Is Specifications Complete Of The Following Sizes Including All Jointing Material, Cost Of All Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 56 100 Mm Dia 57 150 Mm Dia 58 200 Mm Dia 59 250 Mm Dia 60 300 Mm Dia 61 Construction And Commissioning Of Rcc Intze Type Over Head Service Reservoir Of Following Capacity And Staging As Per The Scope Of Work And Technical Specifications, Consisting Of The Following Main Activities: - 62 A ) Topographic Survey, Preparation Of Site Contour Plan, Conducting Sbc Testand Its Approval From Departmentbefore Construction. Submission And Approval Of Concrete Mix Design And Water Quality Test Report For Water To Be Used In Construction. B ) Excavation In All Types Of Soil, Pcc Below Foundation, All Rcc Work, Plinth Protection All Around The Structure Including All Material, Labour, Shuttering, Scaffolding Etc.C ) Ohsr Shall Be Provided With Adequate Plinth Protection All Around The Structure In A Width Starting From Edge Of Structure At Gl And Extending At Least Up To 1.0M Beyond The Edge Of Outer Most Projection Of Ohsr.The Plinth Protection Shall Consist Of 150Mm Thick Pcc In M-15 Grade Concrete Laid Over 150Mm Thick Layer Of Compacted Soil.D ) Providing And Applying Two Coats Of Food Grade Epoxy Paint On The Inside Surface On The Top Dome, Edge Beam And 600 Mm Height Of The Vertical Wall.E ) Conducting Successfully Hydro Test And Water Tightness Test As Per I.S. Code.F ) Providing And Applying Three Coats Of Anti-Carbonation Paint On The Top Surface Of The Top Dome.G ) Providing And Applying Three Coats Of Cement-Based Paint On The External Surface Of The Container, Balcony, Cone Wall, Columns & Beams Etc..H ) Providing And Fixing Ss-304 Ventilator, Ss 304 Manhole Frame And Cover And Ss-304 Ladder From Top Dome / Slab To Bottom Dome / Slab Inside Container. I ) Providing And Fixing Of Ms Section Ladder From The Last Landing To Balcony Having Railing All Around It And Ms Ladder With Safety Cage From Balcony To Top Dome / Slab.J ) Providing And Fixing Water Level Indicator ( Float Type ) . 63 K ) Providing And Fixing Of Hand Railing All Around The Balcony, Top Dome And Staircase Consisting Of 25Mm Diameter Class-B Gi Pipe In Two Rows And 1000 Mm High, 50X50x6mm Angle Iron Vertical Post At A Maximum Spacing Of 1500Mm Centres.L ) All Ms Parts To Be Painted With Two Coats Of The Enamel Paint Over The Primer Coat Of Red Oxide.M ) Providing And Fixing Of 150Mm Wide Pvc Water Bar For The Construction Joints In The Container ( Vertical Wall & Cone Wall ) .N ) Providing One Aluminium Portable Ladder Of Appropriate Length To Access First Landing ( 3.5 To 4.5M Above Gl ) From Ground.O ) Lighting Arrestor Consisting Of Providing And Fixing Of 2 Nos.Of Chemical Earthing And Connecting It To The Conical Cover Of Ss Ventilator With Two Separate Gi Strips Of 50Mmx3mm.P ) Ci / Di Puddle Collar Shall Be Fixed In The Bottom Dome / Slab For Connecting Inlet, Outlet, Overflow And Washout Pipe Of The Reservoir.Q ) Painting The Name Of The Scheme And Other Details On The Reservoir, And Any Other Work Related To Structure As Per The Directions Of Engineer-In- Charge, Technical Specification And Scope Of Work.R ) Inlet, Outlet, Overflow, Washout Pipes And Valves Are Not Included In This Work, Provision For The Same Shall Be Taken Separately. 64 Rates For Rcc Ohsr, Sbc 10 T / Sqm, Seismic Zone-Ii & Staging 18 M 65 100 Kl 66 150 Kl 67 Rates For Rcc Ohsr, Sbc 10 T / Sqm, Seismic Zone-Ii & Staging 20 M 68 100 Kl Each ( 100 X 2 Nos. ) 69 200 Kl Each ( 200 Kl X 3 Nos. ) 70 Providing And Fixing Double Flanged Isi Marked Di Class K-9 Pipes As Per Is:8329-2000 ( Amended Up To Date ) , As Vertical Pipes For Rcc Reservoirs Including Specials Required Such As Duck Foot Bend, Bend, Tee Etc. Providing Clamps At Every 3 Mtr, Jointing Materials Such As Nuts, Bolt, Rubber Packing, Hydraulic Testing Etc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification And Scope Of Work. 71 100 Mm Dia 72 150 Mm Dia 73 200 Mm Dia 74 Construction Of Boundary Wall Of Brick / Stone Masonary As Per Enclosed Ga Drawing, Scope Of Work And Technical Specifications Complete Work In All Respect. Brief Details Of Boundary Wall Parameter Is As Below:1. Depth Of Foundation- 900 Mm.2. Pcc In M-10, Width -900 Mm And Thickness 100 Mm, 3. Section Of Foundation Above Pcc W-600 Mm, D-450Mm, W- 450Mm, D-450 Mm.4. Superstructure Work: Stone Masonary W-300, Height-1650 Mm, / Brick Work W-230 Mm, Height- 1650 Mm.5. Cement Mortar Pointing On Stone Masonary And Cement Mortar Plaster 20 Mm Thick On Brick Masonary In Cm 1:6.6. Expansion Joint Shall Be On Every 30 Mtr.7. On Top Of Wall There Shall Be Cc Coping 75 Mm Thick ( 1:2:4 ) Shall Be Provided.8. Pillar For Main Gate 350X350 Mm In Size Is Part Of Boundary Wall.9. Cement Paint Of Approved Colour In 3 Coat Shall Be Done. 75 Providing And Fixing Steel, Gate, Grating And Grills Made Of Angles, Tees, Square Bars, Flats Or Black Pipe With Hold Fast And Fitting Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide And Two Coat Of Enamal Paints. 76 Dismantling Of Cement Concrete Pavement For Pipe Lineand Chambers By Mechanical Means Using Pneumatic Tools, Cutting The Peripheral Edge By Cc Cutter, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shallbe Made For Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks As Per Technical Specification And Scope Of Work. 77 Providing And Laying In Position Cement Concrete M10 Grade Nominal Mix 1:4:8 ( 1 Cement : 4Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) In Base Course Complete Including All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. 78 Providing And Laying In Position Cement Concrete In Specified Grade Over Prepared Base Course Complete Including Finishing, Curing, All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. M20 Grade Nominal Mix1: 1.5: 3 ( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20Mm Nominal Size ) . 79 Dismantling Of Flexible Pavement For Pipe Lineand Chambers By Mechanical Means Using Pneumatic Tools, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Madefor Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks Per Technical Specification And Scope Of Work. 80 Bituminous Courses 81 Granular Courses 82 Provision For Restroration Of Bitumen Road After Laying & Jointing Pipe Line As Per Direction Of Engineer In Charge 83 Provision Forrestoration Of Wbm Road Cutting As Per Specifications. 84 Total Length Of Canal Corssing During Laying Of Pipe At Various Locations 85 Providing Service Connection As Per Technical Specification And Standard Drawing As Per Relevant Is Code ( Ammended Up To Date ) From All Kind Of Water Mains Up To Consumer Meter / Premises ( Complete Job ) . This Job Includes Digging Out Suitable Size Of Pits And Trench For Laying Service Line In All Kinds Of Soil Including Demolishing Of Cement Concrete, Wbm, Black Top Etc. Of All Thickness; Cutting Of Cc Road / Jhiri By Using A Concrete Cutter Machine; Depositing And Refilling Of Pit & Jhiri Watering And Ramming / Compacting In Layers And Disposal Of Surplus Excavated Soilas Directed With In A Lead Of 50 Meter; Providing And Fixing Of All Fitting Duty Approved In Accordance With Iso / Dtr 9080 As Per Specification For Portable Water Including Approved Make Of Ms / Pvc Clamp With Saddle Piece, Gunmetal Ferrule 4.0 Mm ( Isi Make ) , Valve ( Is: 778 ) And Specials With Mdpe Pipe Pe 80 Pn 12.5 As Per Iso 4424 Below Ground Level And P&F Gi Pipe 15 Mm Dia Class B ( Isi Mark ) Above Ground Level In The Premises For Fixing Tap ( Max. Length2.0 Mtr. ) , P&F A 15 Mm Bib Cork With Foam Flow Chrome Plated With Complete Brass Body Including Brass Handle Having Good Quality With Wt 300 To 325 Gm, Including Accessories With Flushing , Cleaning, Disinfecting And Testing Of Pipeline Complete Required For Making Of Service Connection Complete In All Respect Including Labour Charges. In Addition To The Ferrule, An Orrifice Of 4.0Mm Dia Should Also Be Provided In The Service Line At The Entry Pointy Of ConsumerS Property In Such A Way That It Should Be Accessible For Inspection To Vwsc, Phed And Any Other Authority Which Woyld Like To Inspect As And When Required. The Service Line Should Be Laid Atleast 45 Cm Below Ground Level, Except In Case Of Concrete / Bituminous Raods Where Minimum Depth Shall Be 20Cm. For Details Specifications Of Mdpe Pipes Please Refer Technical Specifications Of Bid Document. General Specifications Of Mdpe Pipes Shall Be As Under: The Raw Material Shall Be Virging Pe 80 Blue Compound And Comply With The Requirement Of Iso / Directive Of Testing Material : 9080 With Minimum Required Strength Of 8 Kg / Sq.Cm. ; The Raw Material Shall Be Food Grade Quality ; Ressure Rating Shall Be 12.5 Bar ; The Pipes Shall Bear Iso Marking 86 Removing& Re-Fixing Of Precast Concrete Interlocking Blocks By Manual, Stacking Of Serviciable & Non Serviceable Material Separately. Disposal Of Dismantled Material Lead Up To 50 Mtr. The C.C. Interlocking Paving Blocks Be Laid On Average 25 Mm Thick Bed Of Coarse Sand And The Joints To Be Filled With Fine Sand. Laying Procedure On Compacted Sub Base As Defined. Complete Job Is To Be Executed As Per The Directions Of Engineer In Charge. The Rates To Be Inclusive Of Fixing Of Minimum 70 Percent Reusable Precast Concrete Interlockingblock And Cost Of Required New Precast Concrete Interlocking Block Against Damaged, Including Alllead And Lift As Per Technical Specifications. ( Interlocking Blockmanufactured By Fully Computerized Automatic Stationery Hydraulic Vibro Pressed Machine & Full Computerized Automatic Batching Plant Of Class A-1 As Per Bs:6717-2001. Tensile Splitting Strength And Breaking Load As Per Bs: 6717-2001Colour: Grey Cement Natural Colour. Variation In Dimension : Less Than 1.6 Mm Variation In Thickness: Less Than 3.2 Mm ) 80 Mm Thick 87 Add Extra Over Item No 1.21 & 1.22 For Providing20 Mm Pe80 Pn 16 As Per Iso 4427 Mdpe Pipe Including Excavation, Providing, Laying & Jointing Of Service Line Above 5.00 Mtr. 88 Supply Laying And Pushing Of Ms Casing Pipe Of Specified Thickness Approved By Concerned Department Authority By Trenchless Method Adopting Any Suitable Technology Below Ground At Required Depth Under Running Traffic Condition As Per Highway / Railway Standard Including Carrying Out Survey Work At The Job Site For Determining Underground Cable Trenches Like Telephone, Cable, Water & Sanitary Lines And Resistivity Test For Finding The Soil Strata Using Necessary Equipments For Completion Of Works, Mobilizing Of Machineries And Specialized Crew At The Job Site Complete In All Respect, Including Excavation Of Driven Pit And Exit Pit ( Up To 3 Meter Depth ) With Proper Protection At These Sites With Shoring Sheets And Ismb. Providing Ms Cutting Edges For Front Shield And Constructing Thrust Bed At Designated Level. Necessary Dewatering And Providing Concrete Foundation At The Base Of The Driven Pit, Pvc / Rubber Saddle As Per The Requirement Of Highway / Railway Authority, Crane For Handing Of Pipe And Any Other Machinery, Tools, And Tackles Required, Construction Of Temporary Works As Per Design, Drawing And Method As Per Approved Byauthority Specification And The Direction Of The Engineer.Apply Corrosion, Resistant, Protection On Inside And Outside Of Casing Pipeas Per Technical Specification. 89 300 Mm Dia 8 Mm Thick Casing Pipe With Protective Coating. 90 Part B : Pump House & Cwr 91 Fabrication, Supply Of Flanged / Plain Ended Ms Pipe Made From Ms Sheet Strips Of Relevant Is Specification Of Approved Thickness By Welding, Lowering, Laying, Aligning, Fixing In Position At All Level / Depths In Trenches Complete Excluding Flanged Jointing Wherever ( Required ) Including All Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer. 92 Ms Pipe Upto 600 Mm Dia ( With Minimum 5Mm Thickness Sheet 93 Ms Pipe Above 600Mm Dia ( With Minimum 6.3Mm Thickness Sheet ) 94 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6 95 100 Mm Dia 96 125 Mm Dia 97 150Mm Dia 98 200 Mm Dia 99 250 Mm Dia 100 300 Mm Dia 101 450 Mm Dia 102 500 Mm Dia 103 600 Mm Dia 104 700 Mm Dia 105 900 Mm Dia 106 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing Ci Dismantling Joint ( Suitable For Sluice Valves Etc. ) As Per Is Specifications Complete Of The Following Sizes Including All Jointing Material, Cost Of All Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 107 100 Mm Dia 108 125 Mm Dia 109 150 Mm Dia 110 200 Mm Dia 111 250 Mm Dia 112 300 Mm Dia 113 450 Mm Dia 114 500 Mm Dia 115 600 Mm Dia 116 900 Mm Dia 117 1000 Mm Dia 118 Cosntruction Of Valve Chamber For Sluice And Butterfly Valves As Per Approved Drawing And Specifications To The Satisfaction Of Engineer-In-Charge 119 Valve Chamber ( 80 Mm To 100 Mm Dia ) 120 Valve Chamber ( 500 To 600 Mm ) 121 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Di D / F Resilient Seated ( Soft Seated ) Short Body Pattern Type Double Eccentric Butterfly Valves Of Approved Make Of Following Class & Dia Complete Confirming To Bs En 593 / Bs 5155 / Is 13095 / 1991 Amendedup To Date And Of Following Specifications: Body, Disc And End Cover Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Face To Face Dimensions As Per Din 3202 F4 / Is 13095Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Both Body And Disc Inside And Outside. Disc Seal Ring Of Epdm / Neoprene ( Food Grade Quality ) And Disc Seal Retaining Ring Of Ss / Cs. Shaft Of Ss- Aisi- 304 / 316 & Shaft Bearings-Bronze / Ptet Or Teflon With Epdm / Nbr O Ring Seal, Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic Including Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipeline As Per Technical Specification & As Per Direction Of Engineer-In-Charge.Class Pn 1.6, Motorised Operatednote: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 122 100 Mm Dia 123 150 Mm Dia 124 250 Mm Dia 125 450 Mm Dia 126 500 Mm Dia 127 600 Mm Dia 128 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing In Pipe Line, Di Dual Plate Check Valves Of Pn 1.6 Rating Of Following Dia ( Including Jointing And Jointing Material ) , Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 129 100 Mm Dia 130 125 Mm Dia 131 150 Mm Dia 132 250 Mm Dia 133 450 Mm Dia 134 500 Mm Dia 135 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing In Pipe Line, Di Dual Plate Check Valves Of Pn 1.0 Rating Of Following Dia ( Including Jointing And Jointing Material ) , Including All Material, Labour, Testing And Commissioning As Per Technical Specificationsand As Per Direction Of Engineer. 136 600 Mm Dia 137 Providing And Fixingat Site With Necessary Packing, Horizontal Centrifugal Split Casting Pumps With 4 Poleinduction Motor As Per Is 12615: 2011 Or Amended Up To Date , Ci Casing And Casing Ring, Ss 316 Impeller, Ss 410 Shaft And Shaft Sleeve, Coupling Guard, Common Base Plate, Foundation Bolts, Cement Concrete Foundation Etc. Complete With All Respect As Per The Specification And Scope Of Work And Direction Of Engineer In Charge Of Following Range Of Duty Conditions.Note: Duty Condition Of Required Pump Shall Also Be Mentioned In Boq 138 295.08 Lps, 59 M Head 139 295.08 Lps, 80 M Head 140 274.12 Lps, 61 M Head 141 Providing And Fixingat Site With Necessary Packing, Horizontal Centrifugal Split Casting Pumps With 4 Poleinduction Motor As Per Is 12615: 2011 Or Amended Up To Date , Ci Casing And Casing Ring, Ss 316 Impeller, Ss 410 Shaft And Shaft Sleeve, Coupling Guard, Common Base Plate, Foundation Bolts, Cement Concrete Foundation Etc. Complete With All Respect As Per The Specification And Scope Of Work And Direction Of Engineer In Charge Of Following Range Of Duty Conditions.Note: Duty Condition Of Required Pump Shall Also Be Mentioned In Boq. 142 25.79 Lps, 70 M Head 143 26.83 Lps, 75 M Head 144 15.14 Lps, 79 M Head 145 Providing, Installation, Testing And Commissioning Of Centrifugal Monoblock Pump Set Conforming To Is 9079 Operating At Sync. Speed 2900 Rpm With Requisite Moc Impeller, Priming Funnel, Cock, Suitable Flanges At Suction And Delivery Side. Pump Shall Have Common Shaft For Pump And Motor. Motor Shall Be Suitable For Working On 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor Shall Be Tefc Type And Pump Set Shall Be Suitable For Working At Various Discharge And Head Requirements As Per Scope Of Work. Pump Shall Be Erected Onc.C. Foundation / Cross Channels / Rsj Frame Block With Suitable Foundation Bolts Grouted In C.C. Foundation Block Etc. Complete In All Respect As Perspecification, Scope Of Work And Direction Of Engineer In Charge Of Following Power Rating, Suitable For Prescribed Duty Conditions Mentioned In Td. 146 19.31 Lps, 41M Head 147 20.62 Lps, 54 M Head 148 9.93 Lps, 78 M Head 149 26.15 Lps, 44 M Head 150 18.46 Lps, 62 M Head 151 9.39 Lps, 73 M Head 152 Supplying, Erecting, Testing & Commissioning Of Electrically Operated Travelling Crane ( Eot ) .Main Girder & End Carriage Fabricated From Rollled Steel Section, Gear Box For All Motion, Electro Magnetic Friction Disc Type Brakes, All Safety Limit Switches, Lt Wheels En 9, Double Flanged 4No, With Sq. Cage Motor Of Adequate Rating ( Kw ) , Duly Painted Mechanical Cleaning And One Coat Of Primer And Two Coat Of Synthetic Paint And As Per The Direction Of The Engineer. 153 Span 7 M 6 Mtr. Lift 154 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Ci D / F Sluice Valves Of Approved Make Of Following Pressure Rating & Dia Complete, Confirming To Is:14846 ( Amended Up To Date ) And Of Following Specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand Wheel Of Grey Cast Iron Of Is:210 / Fg200 Stem - Ss 304 , Body Seat Ring, Wedge Facing Ring & Bushes - Ltb2 / Ss , Face To Face Dimensions As Per Is 14846 / 2000 ( Amended Up To Date ) , All Exposed Machined Ferrous Surfaces Shall Be Painted With One Coat Of Aluminium Red Oxide Primer Conforming To Is:5660 And Two Coats Of Black Japan Paint Conforming Totype B Of Is 341Or Paint Conforming To Is9862 Or Is2932 ( Non-Toxicsuitable For Drinking Water ) Applied Inside And Outside, Flanges Drilled As Per Is 1538.Nut-Bolt Confirming To Is:1363 And Is: 1367 / Cs / Galvanised Steel.Insersion Rubber Of Black Epdm 6Mm Thick . Suitable Support Structure As Per Directions Of Eic. Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-Incharge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Ci Sluice Valve Of Class Pn-1.0 155 100 Mm Dia 156 600 Mm Dia 157 Providing And Fixing Double Flanged Isi Marked Di Class K-9 Pipes As Per Is:8329-2000 ( Amended Up To Date ) , As Vertical Pipes For Rcc Reservoirs Including Specials Required Such As Duck Foot Bend, Bend, Tee Etc. Providing Clamps At Every 3 Mtr, Jointing Materials Such As Nuts, Bolt, Rubber Packing, Hydraulic Testing Etc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification And Scope Of Work. 158 100 Mm Dia 159 600 Mm Dia 160 700 Mm Dia 161 Design & Construction Of Clear Water Reservoirs Of Required Capacity At Following Places, Including Its Piping, Fittings, Etc Complete In All Respect As Per The Scope Of Work & Specifications Given In The Tender Document At The Following Places & Sizes . 162 Tps / Cps Bhaleri 163 Design, Manufacturing And Supply Of Batch Type Electro Chlorinator Of Capacity As Per Requirement Of Site 164 Part : C Repair Works 165 Repair Of Valves From Karamsana To Bhaleri 166 Providing, Lowering, Aligning, Fixing In Position And Jointing In Pipe Line, Di Body Flanged End Tamper Proofkinetic Air Valve Of Approved Makes Of Following Pressure Rating And Dia And As Per Following Specifications: Governing Standard - Awwa C512 / Is:14845:2000 ( Amended Up To Date ) Body, High Pressure Cover , Low Pressure Cover, Cowl Andjoint Support Ring - Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865, Float- Lp Ball & Hp Ball : Aisi 304 Stainless Steel, Seat Ring & Gasket - Epdm / Nbr , Hp Orifice & Hp Orifice Plug : Bronze / Ss , Bush: Bronze , Flanges As Per Is / Bs, Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Body & Coverinside And Outside .Fasteners - Cs / Galvanised Steel, Outlet Of Big Orifice Will Have A Screen To Prevent Tamper Of Float, With Di Metal Seated D / F Non Rising Stem. Sluice Valves As Per ( Is: 14846 Amendedupto Date ) Pn 1.6 Ratings. Valves Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer In Charge. Note: Rates Are Exclusive Of Connecting Tee, Pipe Piece And Earth Work. ( Class Pn 1.6 ) 167 150 Mm Dia 168 200 Mm Dia 169 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 170 Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6Sectional Valves 171 150 Mm Dia 172 200 Mm Dia 173 900 Mm Dia With Gear 174 Providing, Lowering, Aligning, Fixing In Position And Jointing Ms Dismantling Joint Fabricated Steel ( Suitable For Sluice Valves Etc. ) As Per Is Specificationscompleteofthefollowingsizesincludingall Jointing Material, Costofalllabour, Testingandcommissioningand As Per Technical Specifications And Direction Of Engineer In-Charge. Class Pn 1.0 / 1.6 175 900 Mm Dia 176 Construction Of Valve Chamber As Per Approved Drawing And Specification Of Engineer In Charge 177 Type G Size Up To 800Mm To 900 Mm 178 Major Repair Of Pmc Office Building, Residential Buildings At Pmc Campus, All Work Civil, Electric, Water Supply, Road, Drainage Cleaning, Horticulture, Etc. Complete 179 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 Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 180 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 181 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 182 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 183 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 184 Repair To Brick Masonary In Cement Sand Mortar With Taking Out Of Deceayed From Wall And Replaceing With New Briks.Cement Sand Mortar 1:6. With New Brick. 185 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres 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 Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 186 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 187 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 188 Scraping Old Surface And Redoing Lime Loi Or Sandla. 189 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 190 5.5 Mm Thick Plain Glass Panes. 191 Renewing Glass Panes With Wooden Fillets Wherever Necessary: 192 5.5 Mm Thick Plain Glass Panes. 193 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 194 In Existing Roof. 195 Guniting Damaged R.C.C. Slab, Beams And Columns For Strengthening With Cement Sand Mortar 1:2 ( 1-Cement:2-Sand ) Including Preparing The Surface, Making V Shaped Joints, Cleaning The Reinforcement Bars With Jet Of Potable Water And Drying With Compressed Air, Including Cost Of Centering And Shuttering And Finishing To Match The Existing Surface Etc. Complete, Including Provided M.S. Welded Mesh To Gauge 25 Mm X 25 Mm Framing With Average Thickness Of 25 Mm. 196 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 197 Depth 50 Mm To 75 Mm. 198 Depth 75 Mm To 100 Mm. 199 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 200 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 201 4Wide 202 6 Wide 203 Panel By 204 Shuttering Ply - 9Mm Thick ( Commercial ) 205 Wire Gauge 14 Mesh X 24 Gauge 206 Plain Glass Panes 4Mm Thick 207 Aldrop Of Mild Steel 208 12 Long X12mm Dia 209 8 Long X 10Mm Dia 210 Stopper Of Aluminium With 211 Single Rubber Gutka 212 Double Rubber Gutka 213 Door Springs Of Mild Steel 214 Steel Hinges 215 For Wooden Chowkhat 3 Size. 216 For Wooden Chowkhat 4 Size 217 For Stone Chowkhat , 4Size 218 Mild Steel Tower Bolt 6 Long 219 Steel Locking Bolt 220 Steel Handle 6 Size 221 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 222 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 223 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 224 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 225 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 226 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 227 Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands , Coping, Bed Plates, Anchor Blocks, Sills, Chhajjas Lintel, Beam Etc. 228 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 229 Hot Rolled Deformed Bars ( Is : 1139 ) . 230 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 231 20 Mm Thick. 232 Providing And Fixing Expanded Metal Mesh Of Size 20X60 Mm And Strands 3.5 Mm Vide 1.6 Mm Thick Weighing 3.64 Kg. Per Sqm. For Encasing Ofrolledsteel Sections In Beams, Columns And Grillages Excluding Cost Of Hangers. 233 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 234 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 235 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 236 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 237 Brick Work In Partition In Super Structure Upto Five Storey 7Cm. Thick ( Brick On Edges ) Using F.P.S. Bricksof Class Designation 75 In : 238 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 239 Supplying And Fixing Machine Cut And Polished Stone Shelves, Tands And Sills In Cm 1:3 With Machine Cut Edges: 240 Sand Or Other Approved Stone 25 Mm Thick. 241 Sand Or Other Approved Stone 35 Mm Thick. 242 Sand Or Other Approved Stone 50 Mm Thick. 243 Kota Stone 25 To 30 Mm Thick. 244 Providing And Fixing Granite Stone Slab Mirror Polished And Machine Edge Cut In Walls, Pillars, Steps, Shelves, Sills, Counters. Floors Etc. Laid On 12Mm ( Av. ) Thick Base Of Cement Mortar 1:3 Jointing With White Cement Mortar 1:2 ( 1 White Cement: 2 Marble Dust ) With Pigment To Match The Shade Of The Marble Slab Complete Including Grinding, Rubbing And Polishing Of: 245 Jhunjhunu / Jalore ( Red / Choclate Colour ) 246 Above 3601 Cm2 Slabs 247 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption’S Less Than 0.08% And Conforming To Is : 15622 Of Approved Make In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. 248 Size Of Tile 60X60 Cm 249 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 250 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 251 Providing & Fixing In Cement Sand Mortar 1:4 Single Paitam ( Rebated ) Stone Doors Windows And Ventilator Frames Of Approved Quarry : 252 Size 100X75mm. 253 Size 125X100mm. 254 Providing And Fixing In Cm 1:4 Double Paitam ( Rebated ) Stone Door Window And Ventilator Frames Of Approved Quarry : 255 Size 125 X 100Mm. 256 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 257 30 Mm Thick Shutter 258 Commercial Veneer Both Side 259 Decorative Teakveneer One Side 260 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 261 30 Mm Thick Ghana Teak Wood Grade - I 262 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 263 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 264 1:3:6 Or Richer Mix. 265 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 266 Demolishingbrickwork Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead. 267 In Cement Mortar. 268 Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting ( Height Upto 10 M ) , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 269 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded With 15X3 Mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. 270 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 271 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 272 Ms Sheet 18 Swg 273 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 274 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 275 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 276 14 Mesh X 24 Gauge 277 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 278 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 279 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 280 Providing & Fixing 12 Mm Thick Tegular Edge Glass Fibre Reinforced Gypsum False Ceiling Tiles Of Size 595 X 595 Mm In True Horizontal Level Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanised Steel Sections ( Galvanized @ 170 Gsm / Sqm. ) Consisting Of Main “T” Runner With Suitably Spaced Joints To Get Required Length And Of Size 24X38mm Made From 0.30Mm Thick ( Minimum ) Sheet Spaced At 1200Mm Center To Center And Cross “T” Of Size 24X25mm Made Of 0.30Mm Thick ( Minimum ) Sheet, 1200Mm Long Spaced Between Main “T” At 600Mm Center To Center To Form A Grid Of 1200X600 Mm And Secondary Cross “T” Of Length 600Mm And Size 24X25mm Made Of 0.30 Mm Thick ( Minimum ) Sheet To Be Interlocked At Middle Of The 1200X600mm Panel To Form Grids Of 600X600mm And Wall Angle Of Size 21X21x0.30 Mm And Laying False Ceiling Tiles Of Approved Texture In The Grid Including, Wherever, Required, Cutting / Making, Opening For Services Like Diffusers, Grills, Light Fittings, Fixtures, Smoke Detectors Etc. Main “T” Runners To Be Suspended From Ceiling Using Gi Slotted Cleats Fixed To Ceiling With 6 Mm Dia And 50Mm Long Dash Fasteners, 4Mm Gi Adjustable Rods With Galvanised Level Clips Spaced At 1200Mm Center To Center Along Main T, Bottom Exposed Width Of 24Mm Of All T-Sections Shall Be Pre-Painted With Polyester Paint, All Complete At All Heights As Per Specifications Drawings And As Directed By Engineer-In-Charge. 281 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 282 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 283 Old Work ( One Or More Coats ) . 284 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 285 Two Or More Coats On New Work. 286 One Or More Coats On Old Work. 287 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 288 For Area Of Each Slab Up To 900 Sq. Cm 289 For Area Of Each Slab Up To 901 To 2000Sq. Cm 25 Mm Thick Slab. 290 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 291 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 292 Add 10 % For Water Supply And Sainatry Works 293 Add 10 % For Electric Works 294 Horticulture 295 Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps, Roots, Stacking Of Serviceable Material With All Lifts And Up To A Lead Of 1000 Mtrs And Earth Filling In The Depression / Pit To Required Compaction As Per Mort&H Specification Clause 201. ( Measurment Of Girth To Be Done At Height Of 1 M Above Ground Level ) 296 Girth From 300 Mm To 600 Mm 297 Clearing Grass And Removal Of Rubbish ( Maximum 150Mm ) By Manual Means And Disposal At A Lead Of 50 Metres As Per Mort&H Specification Clause 201. 298 Supply Of Dry Manure Including Loading Unloading, Transportation & Stacking At Site. 299 From Yard Manure ( Organic ) 300 Compost 301 Goat Dungmanure 302 Supply & Stacking Good Earth At Site Complete Including Loading Unloading & Transporation Etc. 303 Supply Of Insecticides & Pesticides At Store In Dust / Liquid Form Complete 304 Methly Prathion 2% 305 Supply Of Different Varities Of Tree / Shrubs / Climbers According To Height And Age Of The Plant At Site Including Loading / Unloading & Transportation Etc. Complete: 306 Different Flowing Plants 900 Mm To 1500 Mm 307 Different Varrities Of Shrubs 600 Mm To 900 Mm 308 Different Varrities Of Climbers 900 Mm To 1500 Mm 309 Laying Of Lawns Including Ploughing Levelling Breaking Of Clods Manuring & Removal Of Stones Etc. ( Cost Of Manure Of Extra Good Earth To Be Paid Seperatley ) Maintenance Of Lawns For 30 Days Of More Till The Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing In The Duration Of Planting If Lawn Die Some Where The Contractor Will Replant It At His Own Cost. 310 In Rows 7.5 Cms. Apart In Either Direction 311 Renovating Lawns Including Weeding Cheeling The Grass Forking The Ground Top Dressing With Manure. Mixing The Same With Forked Soil Watering Maintaing The Lawns For 30 Days Or More Till Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing & Disposal Of Rubbish As Directed. 312 Road And Drainage Work 313 Providing, Laying, Spreading And Compacting Of Granular Sub-Base By Providing Close Graded Material ( Table 400-1 ) , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Mort&H Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 314 Grading - Ii Material 315 Providing Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness; Hand Packing, Rolling With Power Roller 8-10 Tonnes, In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening ( Table 400-8 ) Binding Materials To Fill Up The Interstices Of Coarse Aggregates, Watering ( With Water Browser ) And Compacting To Required Density, Making Necessary Earthen Bund To Protect Edges As Per Clause 404 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion Complete 316 Crusher Broken -Grade-Ii ( 63-45Mm ) 317 Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is : 8887 And Approved Quality @ 0.6 Kg / Sqm With The Help Of Spray Set Fitted On Bitumen Container ( Boiler ) After Cleaning The Surface Including Removing Of Binding Material And Other Foreign Matter With Wire Brushes And Small Picks, Sweeping With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 318 Providing And Laying Open Graded Premix Carpet 20Mm Thick ( Compacted ) , On Prepared Surface In A Single Course As Wearing Course, Composed Of Specified Graded Crushed Stone Aggregate As Per Table 500-23, Premixed With Bituminous Binder @ 14.60 Kg / 10Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) , Including Loading Of Material With F.E. Loader, Hot Mixing Of Stone Aggregate And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control To The Required Level And Grade, Compacting Smooth Wheeled Roller 8-10 Tonne Capacity And Finishing To Required Level To Achieve The Desired Density As Per Clause 511 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Cost Of Tack Coat / Seal Coat. 319 With Bitumen Vg-Grade 30 320 Providing And Applying Premixed Seal Coat Type B Comprising Of Thin Application Of Fine Aggregate 0.06 Cum / 10 Sqm Premix With Bitumen Binder @ 6.8 Kg / 10 Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) Laying With Paver Finisher With Electronic Sensor Control And Rolling With Power Roller 8-10 Tonne Complete As Per Clause 513 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 321 With Bitumen Vg-Grade 30 322 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 Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 323 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 324 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 325 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 326 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 327 Providing And Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe For Culverts Including Jointing Ends And Fixing Collar With Cement Mortar 1:2 Complete As Per Clause 1000 & 2900 Of Mort&H Specification Including All Material, Labour Form Work, Machinery. 328 200 Mm Internal Diameter 329 Providing And Fixing Of Reinforced Ferro-Cement Drain Covers Designed For A Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75Mm To 150Mm Anti Corrosive Bitumen Painted M.S. Plate , Rim And M.S. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc 330 Standard Size 600X800mm ( 75Mm Thick ) For Span 300 To 450Mm 331 Providing And Laying Lean Cement Concrete 1:4:8 In Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg / Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing Complete As Per Clause 601, 112 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion 332 Providing And Laying Un-Reinforced, Plain Cement Concrete Mix With Concrete Mixer & Vibrator Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is: 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed As Per Approved Mix Design, Laid, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints Etc Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 333 Pcc M-30 334 Campus Lighting 335 Supply And Erection Of Octagonal Pole Of Following Length And Dimension As Per Table-3 With Base Plate On The Cement Concrete Foundation Of M-15 / M-20 Grade ( 1:1.5:3 ) With The Help Of Anchor Bolts Of Grade 6.8 ( Is 1367 P Iii ) . The Pole Shall Be Made Of S-355Jo Grade Steel Sheet , Folded Lengthwise To Obtained Octagonal Shape, Having Single Longitudinal Seam Weld And Hot Dipped Galvanised Internally & Externally In Accordance With Is 2629. The Pole Shall Have A Weatherproof Flush Door And Locking Arrangements. The Complete Work Shall Be Supervised And Certified By The Manufacturers For Satisfactory Supply, Erection, Testing And Commissioning. 336 7 Mtr 337 Supply, Erection And Fixing Of Hot Dipped Galvanised Overhang ( 60 X 3.25 Mm ) With Cap ( 250 X 137.9 X 4.05 Mm ) Over The Existing Poles 338 Single Arm Overhang 339 P & F Of Ip 65 / 67 Protected Led Flood Light System With Aluminium Housing, 3 X 1W, 220V, 50Hz Led Lamps With Dynamic Color Changing Capability Available In Quick Connecting Cable Coupled With Various Mounting Accessories. Ability To Create 16.7 Million Uniform, Smooth And Brilliant Colors Without Revealing Any Lamp Image. Available In 5 Colors – Amber, Green, Blue, Red And White. 340 Providing & Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size 341 10.0 Sq.Mm2 Cor 342 Add 5% Over Head 343 Repair Of Pump House Building At Churu, Bhaleri Like Repair Of Plaster, Floor, Roof, Doors, Windows, Colour Washing, Painting Etc. 344 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 Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 345 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 346 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 347 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 348 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 349 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 350 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 351 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres 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 Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 352 Scraping Old Surface And Redoing Lime Loi Or Sandla. 353 Patch Repair To Cement Concrete Floor Including Digging Out Old Floor In Regular Shape And Removal Of Rubbish Curing Etc. Complete In All Respects. 354 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 355 5.5 Mm Thick Plain Glass Panes. 356 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 357 In Existing Roof. 358 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 359 Depth 50 Mm To 75 Mm. 360 Depth 75 Mm To 100 Mm. 361 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 362 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 363 4Wide 364 6 Wide 365 Panel By 366 Shuttering Ply - 9Mm Thick ( Commercial ) 367 Wire Gauge 14 Mesh X 24 Gauge 368 Plain Glass Panes 4Mm Thick 369 Aldrop Of Mild Steel 370 12 Long X12mm Dia 371 8 Long X 10Mm Dia 372 Stopper Of Aluminium With 373 Single Rubber Gutka 374 Double Rubber Gutka 375 Door Springs Of Mild Steel 376 Steel Hinges 377 For Wooden Chowkhat 3 Size. 378 For Wooden Chowkhat 4 Size 379 For Stone Chowkhat , 4Size 380 Mild Steel Tower Bolt 6 Long 381 Steel Locking Bolt 382 Steel Handle 6 Size 383 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 384 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 385 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 386 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 387 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 388 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 389 Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands , Coping, Bed Plates, Anchor Blocks, Sills, Chhajjas Lintel, Beam Etc. 390 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 391 Hot Rolled Deformed Bars ( Is : 1139 ) . 392 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 393 20 Mm Thick. 394 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 395 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 396 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 397 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 398 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 399 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 400 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 401 30 Mm Thick Shutter 402 Commercial Veneer Both Side 403 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 404 30 Mm Thick Ghana Teak Wood Grade - I 405 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 406 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 407 1:3:6 Or Richer Mix. 408 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 409 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 410 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 411 Ms Sheet 18 Swg 412 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 413 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 414 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 415 14 Mesh X 24 Gauge 416 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 417 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 418 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 419 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 420 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 421 Old Work ( One Or More Coats ) . 422 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 423 Two Or More Coats On New Work. 424 One Or More Coats On Old Work. 425 Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement Including Cement Slurry, Making Of Lines Or Groove Etc Complete But Excluding The Cost Of Nosing Of Steps Etc. Complete. 426 40 Mm Thick With 20 Mm Thick Nominal Size Aggregate. 427 75 Mm Thick With 20 Mm Thick Nominal Size Aggregate. 428 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 429 For Area Of Each Slab Up To 900 Sq. Cm 430 For Area Of Each Slab Up To 901 To 2000Sq. Cm 25 Mm Thick Slab. 431 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 432 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 433 Add 5 % For Water Supply And Sainatry Works 434 Add 10 % For Electric Works 435 Horticulture 436 Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps, Roots, Stacking Of Serviceable Material With All Lifts And Up To A Lead Of 1000 Mtrs And Earth Filling In The Depression / Pit To Required Compaction As Per Mort&H Specification Clause 201. ( Measurment Of Girth To Be Done At Height Of 1 M Above Ground Level ) 437 Girth From 300 Mm To 600 Mm 438 Clearing Grass And Removal Of Rubbish ( Maximum 150Mm ) By Manual Means And Disposal At A Lead Of 50 Metres As Per Mort&H Specification Clause 201. 439 Supply Of Dry Manure Including Loading Unloading, Transportation & Stacking At Site. 440 From Yard Manure ( Organic ) 441 Compost 442 Goat Dungmanure 443 Supply & Stacking Good Earth At Site Complete Including Loading Unloading & Transporation Etc. 444 Supply Of Insecticides & Pesticides At Store In Dust / Liquid Form Complete 445 Methly Prathion 2% 446 Supply Of Different Varities Of Tree / Shrubs / Climbers According To Height And Age Of The Plant At Site Including Loading / Unloading & Transportation Etc. Complete: 447 Different Flowing Plants 900 Mm To 1500 Mm 448 Different Varrities Of Shrubs 600 Mm To 900 Mm 449 Different Varrities Of Climbers 900 Mm To 1500 Mm 450 Laying Of Lawns Including Ploughing Levelling Breaking Of Clods Manuring & Removal Of Stones Etc. ( Cost Of Manure Of Extra Good Earth To Be Paid Seperatley ) Maintenance Of Lawns For 30 Days Of More Till The Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing In The Duration Of Planting If Lawn Die Some Where The Contractor Will Replant It At His Own Cost. 451 In Rows 7.5 Cms. Apart In Either Direction 452 Renovating Lawns Including Weeding Cheeling The Grass Forking The Ground Top Dressing With Manure. Mixing The Same With Forked Soil Watering Maintaing The Lawns For 30 Days Or More Till Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing & Disposal Of Rubbish As Directed. 453 Road And Drainage Work 454 Providing, Laying, Spreading And Compacting Of Granular Sub-Base By Providing Close Graded Material ( Table 400-1 ) , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Mort&H Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 455 Grading - Ii Material 456 Providing Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness; Hand Packing, Rolling With Power Roller 8-10 Tonnes, In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening ( Table 400-8 ) Binding Materials To Fill Up The Interstices Of Coarse Aggregates, Watering ( With Water Browser ) And Compacting To Required Density, Making Necessary Earthen Bund To Protect Edges As Per Clause 404 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion Complete 457 Crusher Broken -Grade-Ii ( 63-45Mm ) 458 Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is : 8887 And Approved Quality @ 0.6 Kg / Sqm With The Help Of Spray Set Fitted On Bitumen Container ( Boiler ) After Cleaning The Surface Including Removing Of Binding Material And Other Foreign Matter With Wire Brushes And Small Picks, Sweeping With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 459 Providing And Laying Open Graded Premix Carpet 20Mm Thick ( Compacted ) , On Prepared Surface In A Single Course As Wearing Course, Composed Of Specified Graded Crushed Stone Aggregate As Per Table 500-23, Premixed With Bituminous Binder @ 14.60 Kg / 10Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) , Including Loading Of Material With F.E. Loader, Hot Mixing Of Stone Aggregate And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control To The Required Level And Grade, Compacting Smooth Wheeled Roller 8-10 Tonne Capacity And Finishing To Required Level To Achieve The Desired Density As Per Clause 511 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Cost Of Tack Coat / Seal Coat. 460 With Bitumen Vg-Grade 30 461 Providing And Applying Premixed Seal Coat Type B Comprising Of Thin Application Of Fine Aggregate 0.06 Cum / 10 Sqm Premix With Bitumen Binder @ 6.8 Kg / 10 Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) Laying With Paver Finisher With Electronic Sensor Control And Rolling With Power Roller 8-10 Tonne Complete As Per Clause 513 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 462 With Bitumen Vg-Grade 30 463 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 Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 464 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 465 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 466 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 467 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 468 Providing And Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe For Culverts Including Jointing Ends And Fixing Collar With Cement Mortar 1:2 Complete As Per Clause 1000 & 2900 Of Mort&H Specification Including All Material, Labour Form Work, Machinery. 469 200 Mm Internal Diameter 470 Providing And Fixing Of Reinforced Ferro-Cement Drain Covers Designed For A Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75Mm To 150Mm Anti Corrosive Bitumen Painted M.S. Plate , Rim And M.S. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc 471 Standard Size 600X800mm ( 75Mm Thick ) For Span 300 To 450Mm 472 Campus Lighting 473 Supply And Erection Of Octagonal Pole Of Following Length And Dimension As Per Table-3 With Base Plate On The Cement Concrete Foundation Of M-15 / M-20 Grade ( 1:1.5:3 ) With The Help Of Anchor Bolts Of Grade 6.8 ( Is 1367 P Iii ) . The Pole Shall Be Made Of S-355Jo Grade Steel Sheet , Folded Lengthwise To Obtained Octagonal Shape, Having Single Longitudinal Seam Weld And Hot Dipped Galvanised Internally & Externally In Accordance With Is 2629. The Pole Shall Have A Weatherproof Flush Door And Locking Arrangements. The Complete Work Shall Be Supervised And Certified By The Manufacturers For Satisfactory Supply, Erection, Testing And Commissioning. 474 7 Mtr 475 Supply, Erection And Fixing Of Hot Dipped Galvanised Overhang ( 60 X 3.25 Mm ) With Cap ( 250 X 137.9 X 4.05 Mm ) Over The Existing Poles 476 Single Arm Overhang 477 P & F Of Ip 65 / 67 Protected Led Flood Light System With Aluminium Housing, 3 X 1W, 220V, 50Hz Led Lamps With Dynamic Color Changing Capability Available In Quick Connecting Cable Coupled With Various Mounting Accessories. Ability To Create 16.7 Million Uniform, Smooth And Brilliant Colors Without Revealing Any Lamp Image. Available In 5 Colors – Amber, Green, Blue, Red And White. 478 Providing & Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size 479 10.0 Sq.Mm2 Cor 480 Repair Of Residantialbuilding At Churu, Bhaleri, Like Repair Of Plaster, Floor, Roof, Doors, Windows, Color Washing, Painting Etc. 481 Repair To Brick Masonary In Cement Sand Mortar With Taking Out Of Deceayed From Wall And Replaceing With New Briks.Cement Sand Mortar 1:6. With New Brick. 482 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres 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 Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 483 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 484 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 485 Scraping Old Surface And Redoing Lime Loi Or Sandla. 486 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 487 5.5 Mm Thick Plain Glass Panes. 488 Renewing Glass Panes With Wooden Fillets Wherever Necessary: 489 5.5 Mm Thick Plain Glass Panes. 490 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 491 In Existing Roof. 492 Guniting Damaged R.C.C. Slab, Beams And Columns For Strengthening With Cement Sand Mortar 1:2 ( 1-Cement:2-Sand ) Including Preparing The Surface, Making V Shaped Joints, Cleaning The Reinforcement Bars With Jet Of Potable Water And Drying With Compressed Air, Including Cost Of Centering And Shuttering And Finishing To Match The Existing Surface Etc. Complete, Including Provided M.S. Welded Mesh To Gauge 25 Mm X 25 Mm Framing With Average Thickness Of 25 Mm. 493 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 494 Depth 50 Mm To 75 Mm. 495 Depth 75 Mm To 100 Mm. 496 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 497 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 498 4Wide 499 6 Wide 500 Panel By 501 Shuttering Ply - 9Mm Thick ( Commercial ) 502 Wire Gauge 14 Mesh X 24 Gauge 503 Plain Glass Panes 4Mm Thick 504 Aldrop Of Mild Steel 505 12 Long X12mm Dia 506 8 Long X 10Mm Dia 507 Stopper Of Aluminium With 508 Single Rubber Gutka 509 Double Rubber Gutka 510 Door Springs Of Mild Steel 511 Steel Hinges 512 For Wooden Chowkhat 3 Size. 513 For Wooden Chowkhat 4 Size 514 For Stone Chowkhat , 4Size 515 Mild Steel Tower Bolt 6 Long 516 Steel Locking Bolt 517 Steel Handle 6 Size 518 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 519 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 520 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 521 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 522 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 523 20 Mm Thick. 524 Providing And Fixing Expanded Metal Mesh Of Size 20X60 Mm And Strands 3.5 Mm Vide 1.6 Mm Thick Weighing 3.64 Kg. Per Sqm. For Encasing Ofrolledsteel Sections In Beams, Columns And Grillages Excluding Cost Of Hangers. 525 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 526 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 527 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 528 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 529 Brick Work In Partition In Super Structure Upto Five Storey 7Cm. Thick ( Brick On Edges ) Using F.P.S. Bricksof Class Designation 75 In : 530 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 531 Supplying And Fixing Machine Cut And Polished Stone Shelves, Tands And Sills In Cm 1:3 With Machine Cut Edges: 532 Kota Stone 25 To 30 Mm Thick. 533 Providing And Fixing Granite Stone Slab Mirror Polished And Machine Edge Cut In Walls, Pillars, Steps, Shelves, Sills, Counters. Floors Etc. Laid On 12Mm ( Av. ) Thick Base Of Cement Mortar 1:3 Jointing With White Cement Mortar 1:2 ( 1 White Cement: 2 Marble Dust ) With Pigment To Match The Shade Of The Marble Slab Complete Including Grinding, Rubbing And Polishing Of: 534 Jhunjhunu / Jalore ( Red / Choclate Colour ) 535 Above 3601 Cm2 Slabs 536 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption’S Less Than 0.08% And Conforming To Is : 15622 Of Approved Make In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. 537 Size Of Tile 60X60 Cm 538 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 539 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 540 Providing & Fixing In Cement Sand Mortar 1:4 Single Paitam ( Rebated ) Stone Doors Windows And Ventilator Frames Of Approved Quarry : 541 Size 100X75mm. 542 Size 125X100mm. 543 Providing And Fixing In Cm 1:4 Double Paitam ( Rebated ) Stone Door Window And Ventilator Frames Of Approved Quarry : 544 Size 125 X 100Mm. 545 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 546 30 Mm Thick Shutter 547 Commercial Veneer Both Side 548 Decorative Teakveneer One Side 549 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 550 30 Mm Thick Ghana Teak Wood Grade - I 551 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 552 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 553 1:3:6 Or Richer Mix. 554 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 555 Demolishingbrickwork Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead. 556 In Cement Mortar. 557 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded With 15X3 Mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. 558 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 559 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 560 Ms Sheet 18 Swg 561 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 562 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 563 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 564 14 Mesh X 24 Gauge 565 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 566 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 567 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 568 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 569 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 570 Old Work ( One Or More Coats ) . 571 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 572 Two Or More Coats On New Work. 573 One Or More Coats On Old Work. 574 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 575 For Area Of Each Slab Up To 900 Sq. Cm 576 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 577 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 578 Add 10 % For Water Supply And Sainatry Works 579 Add 10 % For Electric Works 580 Repair Of Boundry Wall At Pmc, Bhaleri, Including Provinf Fixing Of Borbed Wire Fancing Repair Of Gates Et. 581 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 Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 582 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 583 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 584 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres 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 Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 585 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 586 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 587 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 588 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 589 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 590 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 591 Columns, Pillars, Posts And Struts Etc. 592 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 593 Hot Rolled Deformed Bars ( Is : 1139 ) . 594 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 595 20 Mm Thick. 596 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 597 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 598 Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting ( Height Upto 10 M ) , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 599 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 600 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 601 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 602 Old Work ( One Or More Coats ) . 603 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 604 Two Or More Coats On New Work. 605 One Or More Coats On Old Work. 606 Part : E Electrical Works 607 33 Kvring Main Unit Consisting Of 2 Lbs At Incoming & 2 VcbSoutgoing As Per Requirements And Specifications. 608 Stranded Compact Circular Aluminium Conductor, Conductor Screened With Extruded Semi Conducting Compound, Xlpe Insulated, Insulation Screened With Copper Tape, Cores Laid Up, Inner Sheath Of Pe Type, Galvanised Steel Flat Strip Armoured And Overall Pvc Sheathed Cable Confirming To Is 7098 / Ii / 85 With Latest Amendments Of 33 Kv ( Ue ) 609 3Cx300 Mm2 610 Providing & Making Heat Shrinkable Type Indoor / Outdoor / Straight Through Terminations / Joint Kit Of Approved Make Suitable For Xlpe Insulated 33 Kv Cable, With Required Components, Prepration Of Cable Ends, Testing Etc. 611 3 Core 240 / 300 / 400 Sq.Mm 612 Outdoor 613 Indoor 614 Sitc Of Floor Mounted Pmcc ( Indoor, Dust Proff Ip-4X Front Operated With 2 Mm Thick Sheet Metal Compartmentalised ) With All Accessible Parts, Head Shrinkable Sleeves, Smc / Dmc Bus Bar Supports, Padlocking Facility On Outgoing Feeders Etc. 615 Lv Capacitor With Apfc Panel 616 Sitc Of Microprocessor Based Intelligent Power Factor Correction Relay Having Sensitivity Up To 50 Milli Amp Secondary Current And Following Way, Self Analysing Auto C / K Setting According To Targeted Power Factor Setting, The Relay Shall Have Minimum Three Digit Display Unit For Display Of Real Power Factor, Targeted Power Factor, Lag / Lead Capacitor Switching Status, Alarm Output For Under Current, Over Current, Insufficient Compensation, Indication Of Switching On Units, Auto / Manual Status, And 6 To 14 Stage - Sensitivity Upto 50 Milli Amp. 617 Sitc Of Self Healing Mpp / Mp Type Shunt Capacitor ( Banks ) Conforming To Is:13340-41 / Iec :831-1&2 In Existing Panel Or Parallel With Load Terminals , The Capacitor Shall Be Fitted With Discharge Resistors, Pressure Sensitive Disconnector ( Psd ) And Shall Have Dissipation Factor Less Than 0.0025 At 50 Hz And Total Wattage Loss Less Than 0.5 Watt Per Kvar. Including Making Connections With Suitable Capacity Conductors / Cables Testing As Required.Heavy Duty Three Phase 440 V , 50 Hz Capacitor ( Bank ) 618 P / Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Make In Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Under Layer Of Sand, Iind Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size. 619 3 / Cx6 Sq Mm 620 3 / Cx10 Sq Mm 621 3 / Cx16 Sq Mm 622 3 / Cx25 Sq Mm 623 3 / Cx240 Sq Mm 624 Supplying And Making One End Termination With Heavy Duty Double Compression Brass Gland Sibg Type, Aluminium Lugs Duly Crimped With Crimping Tool, Pvc Tape Etc For Following Size Of Armoured Pvc Insulated & Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1100 Volt Grade As Required Of Size. 625 3 / Cx6 Sq Mm 626 3 / Cx10 Sq Mm 627 3 / Cx16 Sq Mm 628 3 / Cx25 Sq Mm 629 3 / Cx240 Sq Mm 630 Providing & Laying Xlpe / Pvc Pvc Insulated & Pvc Sheathed Armoured Control Cable Of 1.1 Kv Grade With Copper Conductor As Per Is 1275 Including Escavation Of 30Cmx 75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Lind Class Of Bricks Covering 631 3C X 2.5 Sq.Mm 632 5Cx1.5 Sq Mm 633 14Cx1.5 Sq Mm 634 Supply & Makingone End Termination With Heavy Duty Single Compression Brass Gland Sibg Type, Copper Lugs Duly Crimped With Crimping Tool, Pvc Tape Etc For Following Size Of Arrmoud Pvc Insulated And Pvc Sheated / Xlpe Almunium Cunductor Cable Of 1100 Volt Grad As Required Size. 635 3C X 2.5 Sq.Mm 636 5C X 2.5 Sq.Mm 637 14 C X 2.5 Sq.Mm 638 Supply, Fabricating & Installing Following Sizes Of Perforated Cable Trays Including Horizontal And Vertical Bends, Reducers Tees, Cross Members And Other Accessories As Required And Duly Suspended From The Ceiling With Suspenders And Including Painting As Required. 639 600Mm X 50Mm X 2.0Mm 640 150Mm X 50Mm X 1.6Mm 641 Supply, Installation, Testing And Commissioning Of Copper Wound Transformers 33 / 0.433 Kv, Three Phase, 50 Hz, Dyn 11, Onan Type , Standard Accessories With Off Load Tap Changer ( +5% To -10% In Steps Of 2.5% ) , Winding / Top --- Temperature Rise Of 45°C / 40°Cfirst Fill Oil, Having Permissible Total Loss Values Not Exceeding 7.5% Of The Maximum Total Loss Values For 11 Kv As Per Energy Efficiency Level - 2 At Basic Insulation Level Conferming To Iss 2026 ( Part- I To Part - Ii ) , Latest Ammended And Is 1180 Part-I : 2014. Transformers Described As Above And As Per The Following Continuous Rating 642 400 Kva 643 1250 Kva 644 1600 Kva 645 S.I.T.C. Of Bus Duct Arrangement In Convenient Sections Complete With Enclouser Of Crca Sheet Steel Of Minimum 2 Mm Thickness, Aluminium Bus Bar And Earth Bus For Use On 3 Phase, 4 Wire, 415 Volts, A.C. Supply With Degree Of Protection Ip-42 For The Following Current Carrying Capacity, Including Jointing Of Sections, Copper Flexible Joints. Expansion Joints, Bends, And Earthing With 2 Runs Of Alum. Strips Etc. As Required 646 1 Straight Run With 2 Earth Bus 3200 Amp 647 Bend 3200 Amp 648 Copper Flexible Tpn 3200 Amp 649 Supply Installation Testing & Commissioning Of Local Push Button Stations 650 Maintenance Free Gel Earthing With Pipe In Pipe / Strip In Pipe Technology Filled With Anti Corrosive Conductive Compound ( Cpri Tested ) Below The Ground In 150 -200 Mm Dia Earth Pit And Surrounding Filled With Required Mineral Filling Compound ( Mfc Should Have Hygroscopic Proper Ty To Retain The Moisture For Long Time To Create Low Resistance Zone ) And C.C. Finished Chamber Covered With Hinge Type With Locking Arrangement C.I Cover. C.I. Frame Of Size 300Mm X300mm Complete Testing Of Earth Resistance As Required Of Following Sizes With Pipe In Pipe Technology ( Inner Pipe Dia / Outer Pipe Dia ) 80 -100 Micron G.I. Coating Of The Size G.I. Pipe 3000 Mm Long , 80 / 40 Mm , Terminal 14 Mm G.I. Strip 651 S & Laying Following Size Earth Wire / Strip In Horizontal Or Vertical Run In Ground / Surface / Recess Including Riveting, Soldering, Saddles, Making Connection Etc. As Required. 652 50Mm X 6Mm G.I. Strip 653 25Mm X 6Mm G.I. Strip 654 25Mm X 3Mm G.I. Strip 655 10 Swg G.I. Wire 656 P & F Lightning Conductor Final Made Out Of 25 Mm Dia., 300 Mm Long Copper Tube Having Single Prong At Top With 85 Mm Dia., 3 Mm Thick Copper Base Plate Including Holes Etc. Complete As Required. 657 Part : F Instrumentation & Scada 658 Sitc Of Ultrasonic Level Transmitter Suitable For Measuring Water Level In Reservoir, Normal Powered 24Vdc, Type Of Transmitter: Two Wire ( 4-20 Ma ) , Cable Entry:1 / 2 Npt ( F ) , Sensor Material: Pp, Slip-On Flange: 2 ½” Flange, Material Of Construction For Slip-On Flange: Pp, Output 4~20Ma, Hart Compatible, Accuracy + / _ 0.2 % As Per Detailed Technical Specification, Scope Of Work And Direction Of Engineer In Charge. Measuring Range 0.0 To 6.0 Mtr 659 Providing, Installation, Testing And Commissioning Of Diaphragm Type Pressure Gauges Dial Size 150 Mm Glycerin Filled Shatterproof Glass, Over Range Protection: 125% Of Maximum Pressure, Material Of Sensor And Other Wetted Parts: Ss Type 316, Housing Material: Die Cast Aluminum 660 Providing, Installation, Testing And Commissioning Of Pressure Transmitter For Water Application: Range: 0-10 Bar / Power Supply: 24 V Dc / Output: 4-20 Ma With Hart / Diaphragm: Ss316l / Process Connection: 1 / 2 Npt ( M ) / Accuracy: 0.15% Protection: Ip671 / 2 M ( Npt ) 661 Sitc Of D / F Full Bore Type Electromagnetic Flow Meter Of Approved Make Of Following Dia And Specifications Complete: Media : Water ( Raw / Chlorinated ) , Pressure : Up To 1.5Mpa, Process Temp: - 50 Deg C, Flow / Meter Tube : Ss 304, Electrode : Ss Aisi 316L / Hastelloy C276 / Tantalum, Lining Material : Hard Rubber / Neoprene / Poly-Urethane ( Pu ) , Flange : Ss / Cs, Flange Standard & Rating : Ansi 150, Coil Housing : Ss Aisi 304 / Carbon Steel / Die Cast Aluminium, With Anticorrosive Paint & Provide Completely Sealed ( Leak Proof ) Construction As Per Requirement Of Iec 60529, Accuracy : ± 0.5 % M.V.- Velocity 0.3 To 10 M / S, Transmitter / Signal Convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V Ac - 50Hz, Output 1 : 4-20 Ma, Output 2: Pulse, Communication Output : Rs 485 / Heart, Display Type : Lcd / Led Display, Cable Entry : M20 X 1.5, Provision Of Ram / Prom To Store Calibration And Configuration Parametersand Totalizer Value During Power Failure, Protection Category- Ip 68 For Sensor ( Flow Tube ) And Ip 67 For Transmitter / Convertor, Including Surge Arrester, If Required, And All Materials Required For Making Connection With Existing Pipeline Including Cutting The Existing Pipeline Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 662 150 Mm Dia 663 200 Mm Dia 664 250 Mm Dia 665 400 Mm Dia 666 900 Mm Dia 667 Sitc Of Bulk Flow Meter With Removable Mechanism Class B Confirming To Iso:4064:2005 / Is: 2373Of Approved Make Of Following Dia Sized Pipelines And Specifications Complete:Media : Water ( Clear ) , Temp. 50 Deg., Pr. Rating: Pn16, Protection Type: Ip- 68, Body Material : Is-210 Gr. Fg-200, Accuracy Class :Class B ( ±2 % @ Nominal Flow Rate ) , Magnetic Drive, Dry Dial, Epoxy Powder Coated, Pulse Out Put Option, Anti-Magnetic Protection Including All Materials And Making Connection With Existing Pipeline Required For Bulk Flow Meter Including Cutting The Existing Pipeline Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 668 Bfm 100 Mm 669 Bfm 150 Mm 670 Bfm 250 Mm 671 Sitc Of Rtu Complete With Di, Do, Ai And Modbus Communication Ports And Power Supply ( 24 V, Dc ) 672 Providing And Laying Stranded / Flexible Annealed Bare Copper Conductor , Xlpe / Pvc Insulated 2 Pair 1.5 Sqmm Suitably Laid Up Together Overall Polyester Taped Al ( Mylar Tape Wrapped ) Along With Atc Drain Wire Overall Pvc Sheathed ( St-1 ) Overall Screened Triad Armoured Instrumentation Cables Generally Confirming To Pas 5308- Part-2-2009 673 Providing & Laying Xlpe / Pvc Pvc Insulated & Pvc Sheathed Armoured Control Cable Of 1.1 Kv Grade With Copper Conductor As Per Is 1275 Including Escavation Of 30Cmx 75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Lind Class Of Bricks Coveringsize 3C X 2.5 Sq.Mm 674 Supply, Installation, Testing And Commissioning Of Mnre Approved Off Grid Solar Panels For Running Of Motor Pumps With 25 Years Of Linear Generation Warranty, Work Includes Designing Of Solar Panel Area And Ms Frame And Foundation On Ground / Roof Of Pump House Or Cwr, Showing Arrangement Of Panel In Available Space, Installation Of Pv Module On Ms Frame As Per Approved Design And Drawings. Mounting Structure Shall Be Suitably Design To Withstand Wind Velocity Up To 150Km / Hr. The Work Shall Be Executed As Per Detailed Technical Specifications, Approved Drawing And Direction Of Engineer In Charge. Note: There Shallbe5 Year Service Warranty For Solar Panel And Mounting Structure Andsuitable Provision Shall Be Included In Tender Document ( Each Of .5 Kw ) 675 P&F Of Gsm / Gprs Based Data Transmitter Device Forwater Meter Compitable To Scada System. 676 Supply, Installation, Testing, Commissioning Of Plc / Scadasystem Including All Hardwares, Softwares, All Accessorings For Thefollowingpump Houses As Per System Configuration Alongwith Scada For Master Control Centre For Monitering The Water Supply. As Per Scope And Specificationscomplete In All Respect. Ans As Per Direction Of Eic At The Following Locations. 677 Cps Bhalari 678 Supply, Installation, Testing, Commissioning Of Master Control Room Including All Plc / Scadasystem, Hardwares, Softwares, All Accessorings For Thefollowingpump Houses As Per System Configuration Alongwith Scada For Master Control Centre For Monitering The Water Supply. As Per Scope And Specificationscomplete In All Respect. Ans As Per Direction Of Eic At The Following Locations.Churu 679 Part G : Operation & Maintainance & 680 Cost Of Operation And Maintenance Of The System For 10 Years After Defect Liability Period Of One Year @ 6.0%On Above Items Excluding Villages Inrta Systemand As Per Scope Of Work & Specification 681 Operation And Maintenance Charges 1St Year 682 Operation And Maintenance Charges 2Nd Year 683 Operation And Maintenance Charges 3Rd Year 684 Operation And Maintenance Charges 4Th Year 685 Operation And Maintenance Charges 5Th Year 686 Operation And Maintenance Charges 6Th Year 687 Operation And Maintenance Charges 7Th Year 688 Operation And Maintenance Charges 8Th Year 689 Operation And Maintenance Charges 9Th Year 690 Operation And Maintenance Charges 10 Th Year 691 Part H : Dismantling Of Old Pump Sets 692 Cost For Dismantling Of Old Pump Sets, Electrical Panels And Intrumentation Etc And Depositing In Depatmental Stores As Per Direction Of E.I.C. 693 Tps Karamsana 694 Ir-4 695 Cps / Tps Bhaleri 696 Cps / Tps Churu
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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18.
Drinking Water Supply and Sanitation #10184949 Price Bid
Tender For Repair And Renovation Work Of Hanuman Sagar Gagardu Tehsil And District Dudu - Repair and renovation work of Hanuman Sagar Gagardu Tehsil and District Dudu Sl. No. Item Description 1 Cuttingandclearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Thick 2 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard / dense soil 3 Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With lead beyond 250 m and up to 750 m (Km)5.17.1 Deduct in item no 16 (a) to (d) above if Standard Proctor s density to be achived is at least 95 4 (i) Compaction of earth or highly weathered strataBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of.at least 95% of Standard Proctor s density 5 Watering of earth including cost of carriage of water when source of water is up to 1 Km 6 Beyond 1 Km but up to 5 Km extra per Km 7 Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With lead beyond 250 m and up to 750 m (Km) 8 Add extra for each subsequentlead of 500m or part there of beyond 0.500 Km and up to 5 km 9 (ii)Compaction of earth or highly weathered strataBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. at least 98% of Standard Proctor s density 10 Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 11 Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:57.8.1 Masonry work in superstructure 12 Plaster in cement sand mortar 1:4 including racking of joints, smooth finishingandcuring etc. complete including all leads of all construction materialsof thickness:20 mm 13 Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm 14 Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto 40 mm 15 Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto 40 mm 16 Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto 20 mm 17 Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto;(For mix design Cement content considered 420 kg/ cum of concrete) 20 mm 18 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarnandneatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 1000mm NP3 19 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarnandneatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 1000mm Labour Charges only 20 Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm on embankments etc. with cost of dewatering wherever required, and complete in all respect 21 Preparation and dressing the sub grade including removal ofirregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankarandmurrum forBed 22 Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishingandform work etc. complete as per specification for:In bed 23 Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishingandform work etc. complete as per specification for:In sides 24 Extra charges for water spray by nozzle on sub grade of canal including bed and side slopes before laying plain concrete for lining work. 25 Filling of construction joints with Bitumen based sealing compound, including painting the concrete sleepers below lining and sides of lining panel as per specification provided in IS: 3384-1986 and all leads of all construction materials including cost of sealing compound, complete in all respect. 26 Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leadsandlifts 27 Making standard type cement gauge including engraving letters and painting including scaffolding etc. 28 Painting standard type gauge with black, red and white un-washable paints including cost of material 29 Design, Drawing, fabrication, supply, erection, testingand commissioningofVentliners(steel linersforsluice/tunnelorasperrequirementin Dam/irrigationsystem)includingEmbeddedparts consisting of liner plates, anchors, stiffeners, girders, fasteners etc. and any required necessary item, with all accessories for all types of Gates/ sluice channels/ anysectionofwaterresourcesprojects includingcostofallmaterials,machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, tools and tackles, applyingtwocoatof zinc rich epoxy primer to give dry film thickness of 705 microns and finish coat (two coats) of solvent lesscoaltarepoxypaintusingairlesssprayto providedryfilmthicknessof150 5micronsper coatthus totaldryfilmthicknessofallcoats, includingprimercoating,shouldnotbelessthan 350 microns., including packingandforwarding, transportation charges complete, as per specifications and approved drawings. 30 Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-wateringwherever required. 31 Dry boulder filling in required profile with filling of voids etc. complete including all leadandlifts, and well finished surface 32 Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. 33 Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface.PCC Nominal Mix 1:2:4 with plum,Max size of Aggregate 20 mm 34 Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars (IS :1786-1985) 35 Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.In cement mortar 36 Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete) 37 (ii)Removal of slit/soil/earth, sand, pebbles,Malba , debris, rubbish, stone pebblesandobstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect For depth above 15 cms but upto 30cms havingLined section 38 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarnandneatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 300mm NP3 39 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarnandneatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 300 mm Labour Charges only 40 Cutting of construction joint/ longitudinal joint 4 to 6 mm. wideusing mechanical concretee cutter including cost of diamond bit cutting wheel and filling of bitumen sealingcompound in groove including cost of sealing compound. 50 mm depth 41 Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal bed of thickness. 7.5 cm 42 Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS-383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal side of thickness. 7.5 cm 43 Add extra over items of cement plaster/ cement concrete/cc.lining/cc flooring or RCC for providing and mixing Polypropylene/Polyester fibres as per IS 16481:2022 or latest revision, 6/12 mm long @ 0.25% (125 gram per 50 kg of cement) or in ratio of as specified by manufacturer specification and direction of Engineer in charge with all leads and lifts.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 7
Rajasthan View Result →
19.
Public Administrative Department #10047674 AOC
Tender For Supply Of Swachta Samgri 2025-26- Phenyl tablet per kg2 Acid3 D.T.P. Powder in 50 kg packing4 Malaria OIL per liter or in weight pack5 Nuwan per liter or in weight box6 Gumboots of different sizes per pair of branded company7 Limdan Powder per bag 25 kg8 Phenyl ISI MARK per liter9 Fog solution per liter10 Toilet cleaner per liter11 Weed killing medicine12 Rogar insecticide13 Bioinclude kit per kg14 Herbo cleaning solution15 M.D. Hygiene powder16 Timofas liquid17 Iron basket medium size per piece18 Plastic basket medium size19 Shovel with handle20 Pickaxe with handle21 Boss broom22 Bus basket per piece23 Shovel24 Sevla25 Sickle26 Iron cube27 Wiper28 Air fan always29 Air fan with engine30 Garbage cart 5 C.F. size 32+32+3 angle frame 1 gauge M.S. seat 18 inch solid rubber wheel with per piece31 Garbage bin 3+3+18 M.S. SEAT 35+35+35 ANGLE 37.5 PATA SPOT COMPLETE32 PAL MOUNT DUSTBIN 3+3 INCH CHANNEL TYPE, ON POLE 18+18+20+16 GAUGE SHEET FLOOR CAPE MOVABLE ARRANGEMENT33 LAWN CUTTER SIMPLE34 GRASS CUTTING SHEARS SMALL35 GRASS CUTTING SHEARS BIG36 DUSTBIN CARRIER 4 NO.37 DUSTBIN CARRIER 6 NO.38 GLOVES39 MASK40 JACKET41 1 CUBIC METER FIX DUSTBIN42 1 CUBIC METER WHEEL DUSTBIN43 PINE CLINER
Contract Date: Apr 22, 2026 Contract Value : ₹ 16.89 Lakh
Local Bodies No of Bidders 5
Madhya Pradesh View Result →
20.
Home Affairs #10018228 AOC
Tender For Supply Of Miscellaneous Articles / Items , A.C Machine Repairing , Ahuja Amplifier Reapairing , Almirah Lock 6 Lvr Godrej , Almirah Lock 7 Lvr Godrej , Almirah Lock 8 Lvr Godrej , Almunium Channel ½ , Almunium Channel 1 , Almunium Channel ¾ , Almunium Pipe ½ , Almunium Pipe ¾ , Almunium Pipe 1 , Aluminum Net Thick , Aluminum Sheet , Aluminum Utensil , Anklet White Best Quality , Antiseptic Liquid 100 Ml Dettol , Aqua Guard Infinity With Attachment Aqua Guard , Aqua Guard Iron Nil Filter Aqua Guard , Balcha Iron Big Tata , Balloon , Bamboo Big , Bamboo Chick Including Fitting & Fixing , Barbed Wire (24 Gages) Tata , Basin Acid 500 Ml , Bathroom Mirror 18 X 24 , Battery (950) Eveready , Battery 12 Volt 7 Ampr. Exide , Battery For Inverter 12 Vt. 100 Ampr. Exide , Battery For Inverter 12 Vt. 135 Ampr. Exide , Battery For Inverter 12 Vt. 150 Ampr. Exide , Battery Medium Size Eveready , Battery Pencil 05 V. Eveready , Battery Re-Chargeable 9 V. Exide , Bay-Gon Spray Gun Bay-Gon , Beautification (Decoration) Cloth (All Colour) , Bed Sheet (Cotton) Bed Single Bomby Dying , Bed Sheet (Cotton) Double Bed Bomby Dying , Belt With Steel Plate Buckles (Wbap/Wbp) , Bib Cock (Brass) Tata , Bib Cock (Pvc) Watertec , Bitumen (Alkatra) Bitumen , Black Tape 09M. Length Anchor , Blanket Double & Double Ply (Best Quality) , Blanket Woolen Oswool , Blazer Cloth All Colour S.Kumar , Blue For Lime Rabin , Bluetooth Sound Box With Speker Ahuja , Body Camara (1080P) Trascend Co. Safevent Co. Advik Co. , Body Protective Gear , Boti Dow Iron Big , Broom Stick (Best Quality) , Broom Stick (Best Quality) , Calling Bell Dindon Anchor , Calling Bell Remote Type Anchor , Camouflage Cloth (Terri-Cotton) S.Kumar , Candle (Big Size) , Carbolic Acid 100 Gram , Carpet Coir (Best Quality) , Carpet Luminous (Water Proof) , Carpet Senthatic Green & Blue , Carpet Wooden (Best Quality) , Ceiling Fan 36 (Best Quality) Havells , Ceiling Fan 42 (Best Quality) Havells , Ceiling Fan 48 (Best Quality) Havells , Cello Tape Brown Big , Cello Tape Transperent Big , Chair Cushion (Standard Size) Karl-On , Chines Grass , Chamak Powder , Citronella 100 Ml , Clamp For Parda Rod , Clamp For Pvc Pipe , Coconut Rope , Coffee Best Quality , Coir Rope Coir Made , Colin Spray 500 Ml , Colour Plain Sheet , Comfort (860Ml) , Cordless Battery (09 Volts) , Coaster (06 Pcs Set) , Cotton Rope , Cup And Plate With Golden Border Print Laopala , Curtain (Parda) Cloth Cotton , Curtain (Parda) Cloth With Linning , Curtain (Parda) Ring , Curtain (Parda) Rod , Curtain (Parda) Tape , Dead Body Cover , Dead Body Carrier , Dendrite , Detergent Powder Surf Excel , Dettol Antiseptic (250 Ml) , Digital Themometer , Dinner 48 Pcs (Best Quality) Laopala , Dinner Fork Steel , Dinner Full Plate (Best Quality) Laopala , Dinner Quarter Plate (Best Quality) Laopala , Dinner Spoon (Steel) , Disinfectant Spray Machine Big (15 Ltrs) , Distemper Asian Paints , Door Closer Including Fitting & Fixing Godrej , Door Lock 6 Lvr Godrej , Door Lock 7 Lvr Godrej , Door Lock 8 Lvr Godrej , Door Lock Including Fitting & Fixing Godrej , Door Lock Including Fitting & Fixing Best Quality , Drain Cleaning Brush , Drinking Water 1 Ltr Bisleri Bisleri , Drinking Water 1/2 Ltr Bisleri Bisleri , Drinking Water Glass (6 Pc Set) Borosil , Drinking Water Supply 1000 Ltr , Dustbin Plastic With Lid Big Milton Co. , Duster Cloth 18 X 18 , Electric Alumunium Service Cable 8 Mm Heavells , Electric Blow Room Hitter 1500 Watts Bajaj Co. , Electric Bulb 100 Watt Philips , Electric Bulb 15 Watt Philips , Electric Bulb 200 Watt Philips , Electric Bulb 60 Watt Philips , Electric Change Over Switch 15 Ampr Havells , Electric Change Over Switch 32 Ampr Havells , Electric Cut Out 100 Ampr Philips , Electric Cut Out 16 Ampr Philips , Electric Cut Out 32 Ampr Philips , Electric Cut Out 63 Ampr Philips , Electric Exhaust Fan 12 Havells , Electric Extension Cord Multi-Purpose Havells , Electric Extension Cord Six Sockets Havells , Electric Flexible Wire 1 Mm. Havells , Electric Halogen 1000 Wt. (Lamp Set) Havells , Electric Halogen 50 Wt. Led Lamp Set Havells , Electric Halogen 500 Wt. (Lamp Set) Havells , Electric Halogen Bulb Holder Havells , Electric Halogen Tube 1000 Wt Havells , Electric Halogen Tube 500 Wt Havells , Electric Halogen100 Wt. Led Lamp Set Havells , Electric Kettle 1 Ltr. Prestige , Electric Led Bulb 10 Watts Havells , Electric Led Bulb 12 Watts Havells , Electric Led Bulb 40 Watts Havells , Electric Led Bulb 50 Watts Havells , Electric Led Bulb 8 Watts Havells , Electric Led Tube Light 10 Watts Havells , Electric Led Tube Light 12 Watts Havells , Electric Led Tube Light 5 Watts Havells , Electric Led Tube Light 8 Watts Havells , Electric M.C.B (16 Ampr) , Electric M.C.B (32 Ampr) , Electric M.C.B Box 10 Way , Electric M.C.B Box 12 Way , Electric M.C.B Box 6 Way , Electric M.C.B Box 8 Way , Electric M.C.B(16 Ampr) , Electric M.C.B(32 Ampr) , Electric Main Switch 100 Ampr , Electric Main Switch 16 Ampr Havells , Electric Main Switch 3 Phase 63 Ampr Havells , Electric Main Switch 32 Ampr Havells , Electric Main Switch 63 Ampr Havells , Electric Metal Bulb 400 Watt Philips , Electric Metal Capacitor Philips , Electric Metal Choke 400 Watt Philips , Electric Metal. Lamp Bulb 1000 Watt Havells , Electric Metal. Lamp Ignetor 400 Watt Havells , Electric Metal. Lamp With Accessories Havells , Electric Modular 16 A 1 Way Switch Gold Medal , Electric Modular 16 A 2 Way Switch Gold Medal , Electric Modular 16 Annual Periodical Maintenance 3 Pin Top Gold Medal , Electric Modular 6 A 2 Way Switch Gold Medal , Electric Modular 6 A 3 Pin Top Gold Medal , Electric Modular Box 06X6 , Electric Modular Box 08X8 , Electric Modular Teli Jack 4 Line Gold Medal , Electric Modular Tv Socket Gold Medal , Electric Pl Lamp 14 Watt Philips , Electric Pl Lamp 18 Watt Philips , Electric Pl Lamp 23 Watt Philips , Electric Pl Lamp 28 Watt Philips , Electric Pl Lamp 36 Watt Philips , Electric Plug 3 Pin 5 Ampr Havells , Electric Plug 5 Pin 15 Ampr Havells , Electric Plug 5 Pin 5 Ampr Havells , Electric Pvc Board 08 X10 Havells , Electric Pvc Board 12 X15 Havells , Electric Pvc Board 4 X 6 Havells , Electric Pvc Board 6 X 8 Havells , Electric S.S Combination With Box (16Ampr) , Electric Service Cable Copper 4 Mm Havells , Electric Service Cable Copper 6 Mm Havells , Electric Service Cable 10 Mm , Electric Service Cable 25 Mm , Electric Socket 3 Pin 15 Ampr. Havells , Electric Socket 3 Pin 5 Ampr. Havells , Electric Socket 5 Pin 15 Ampr. Havells , Electric Socket 5 Pin 5 Ampr. Havells , Electric Switch 15 Ampr. (Piano Type) Havells , Electric Switch 5 Ampr. (Piano Type) Havells , Electric Tube Light (Fancy) Havells , Electric Tube Light 40 Watt Alarm Chock Philips , Electric Tube Light 40 Wt. Copper Chock Philips , Electric Tube Light Frame 4 Philips , Electric Tube Light Holder Philips , Electric Tube Light Rod 4 Philips , Electric Wire 1 Mm (Copper) Havells , Electric Wire 1.5 Mm Copper Havells , Electric Wire 2 Mm Copper Havells , Electric Wire 2.5 Mm Copper Havells , Electric Wire 3 Mm Copper Havells , Electric Wire 4 Mm Copper Havells , Electronic Chock Havells , Emergency Light (Re-Chargebale) Philips , Empty Ghany Bag (Jute Made) , Empty Sand Bag , Exhaust Fan 150 Mm Sweep 2400 Rpm Havells , Ezee 500 Gm , False Ceiling Ply Wood Complete Including Fitting & Fixing (Best Quality) , False Ceiling Pvc Board Including Fitting & Fixing (Best Quality) , Fan Regulator (Best Quality) Havells , Favicol (Ddl) , Fiber Sheet Green Black , Fire Bucket Tata , Fire Extinguisher 02 Kg (Sease Fire) , Fire Extinguisher 05 Kg (Dry Powder) , Fire Extinguisher 10 Kg (Dry Powder) , Fire Extinguisher Refilling (05 Kg) , Fire Extinguisher Refilling (10 Kg) , Fire Extinguisher Refilling (Carbon Di-Oxide Type) , Fire Extinguisher Refilling (Dry Chemical Powder Type) , First Aid Box , Flag With Both Side Embroidered With Logo , Flask One Litter Milton Co. , Flask Two Litter Capacity Milton Co. , Flex With Wooden Board Including Fitting & Fixing , Flex With Wooden Board Temporary Including Fitting , Flower Bouquet , Flower Decoration ( Artificial) , Flower Plastic Tub 10 (Good Quality) , Flower Plastic Tub 20 (Good Quality) , Flower Tub 10 (Clay Top) , Flower Tub 12 (Clay Top) , Flower Tub 15 (Clay Top) , Flower Tub 8 (Clay Top) , Flower Vase 12 (Ceremic) Best Quality , Flower Vase 4 (Ceremic) Best Quality , Flower Vase 6 (Ceremic) Best Quality , Flower Vase 8 (Ceremic) Best Quality , Flower Vase 8 (Brass) , Fluorescent Jacket For Traffic , Foot Mat 12 X 24 Best Quality , Foot Mat 24 X 48 Best Quality , Foot Mat P.V.C , Full Jharu (Best Quality) , G.I Bucket Big Tata , G.I Bucket Small Tata , G.I. Elbow ¾ Tata , G.I. Elbow 1 Tata , G.I. Elbow 1½ Tata , G.I. Gate Valve 1 Tata , G.I. Gate Valve 1½ Tata , G.I. Gate Valve 2½ Tata , G.I. Mt Socket 1 Tata , G.I. Mtsocket 1½ Tata , G.I. Net , G.I. Net Squre Type , G.I. Pipe ¾ Tata , G.I. Pipe 1 Tata , G.I. Pipe 1½ Tata , G.I. Resting Socket ½ Tata , G.I. Resting Socket ¾ Tata , G.I. Resting Socket 1 Tata , G.I. Socket 1 Tata , G.I. Socket 1½ Tata , G.I. Tee ½ Tata , G.I. Tee ¾ Tata , G.I. Tee 1 Tata , G.I. Tee 1½ Tata , G.I. Trunk 22 Gages18 X 36 Tata , G.I. Union 1 Tata , G.I. Union 1½ Tata , G.I. Wire 18 Swg Tata , Garbage Bag (Big) , Garbage Bag (Small) , Garden Scissor 12 Tata , Garden Scissor 18 (Big Size) Tata , Garden Umbrells Big Size , Gas Oven Double Burner Prestige , Genteel Liquid , Geyser 10 Ltrs Venus , Geyser 15 Ltrs Venus , Geyser 25 Ltrs Venus , Gi Sheet Thick , Glass 12 Mm , Glass 3 Mm Modi Construction Of , Glass 4 Mm Modi Construction Of , Glass 6 Mm Modi Construction Of , Glass 9 Mm Modi Construction Of , Glass Angle Holder , Glow Sign Board Including Fitting Fixing Good Quality , Godrej Car Air Freshner Godrej , Honda Gx35 Four Stroke Grass Cutting Machine Honda , Ground Flag , Guard Rail Repair , Hand Gloves , Hand Gloves (Good Quality) , Hand Sanitaizer 100 Ml Detol , Hand Saw Tata , Hand Shovel , Hand Towel Bobay Dying , Hanger Fancy , Harmon Powder 100 Gram Agro , Hasbolt 12 (Brass Made) Tata , Hasbolt 12 (Steel Made) Tata , Hasbolt 6 (Brass Made) Tata , Hasbolt 6 (Steel Made) Tata , Hawkins Pressure Cooker 03 Ltrs Hawkins , Hawkins Pressure Cooker 05 Ltrs Hawkins , Hawkins Pressure Cooker 10 Ltrs Hawkins , Hire Charges Of Generator 20 Kv With Fuel & Operator , Hired Charges For 30X50 Temporary Accommodation For Lodging/Rest , Hired Charges Of Moulded Chair And Table 1 Pc In A Day , Hiring Chair For Vip , Hiring Chair Plastic , Hiring Of Public Address System , Hiring Of Temporary Bamboo Structure With Side Covering , Hiring Of Temporary Stage With Backdrop , Hiring Of Water Tank , Hiring Sofa Set For Vip , Hiring Table For Vip , Hiring Table Plastic , Hiring Temporary Naka Checking Point , Hot Pot Milton Co. , Hot Pot Four Step Steel Contr. With Carry Milton Co. , Induction Cooker Pic 6.0 V3 Prestige , Infrared Thermometer , Inverter 1000 Watts Microtek , Inverter 1500 Watts Microtek , Iron Angle (Best Quality) Tata , Iron Chaki (Sickle) , Iron Clamp All Size Tata , Iron Dabu (Big) Tata , Iron Grill Tata , Iron Hasuwa Big , Iron Jharna Tata , Iron Khunti (Big) Tata , Iron Khurpee (Big) Tata , Iron Pan (Kadai) Tata , Iron Saw 2Kg , Iron Saw 3Kg , Jhajra Iron (Hata) Big , Jhul Jharu , Jug With Lid 1.3L (Glass Made) Borosil , Jug With Lid 2.5L (Glass Made) Borosil , Lathi Cane 3 (3 Cm Diameter) With Bornish Polish , Lathi Poly Carbonate (Fiber) , Lime 15 Kg Bag Apple , Lime 25 Kg Bag Surya , Lime Brush , Lish For Dog Control (Nylon Type) , Magic Mop , Mattress Double 6X7 Kurl-On , Mattress Single 3X7 Kurl-On , Measuring Tape 5 , Megaphone Am-21S Ahuja , Micro Oven 17 Imt Dlx Bajaj , Mirror With Wooden Frame 2X4 Ft. , Mixer Grainder Havells , Mouth Speaker For Loud Haler (Mike) Aud-59Xlr Ahuja , Muli Bera , Nails All Size Tata , Napkin (Premier) , National Flag With Stitching Charges (Cotton) 4 X 6 , National Flag With Stitching Charges (Silk) 4 X 6 , Net Mosquito Double Bed , Net Mosquito Single Bed , Non Veg Lunch/Dinner (Jeera Rice/Fried Rice/ Plain Rice/Alu Dam/Chiken/Mutton /Egg/Dal Fry/Vegetable/Sweet) , Nut And Bolt Tata , Nylon Net For Door/Window , Nylon Rope , Odomos (100 Grams) , Odonil 50 Grams Nature Jasmine Mist. , Odonil 75 Grams (Air Freshener) , Operation Mask (Cloth) , Ors W.H.O Recommended , Pad Lock 6 Lever- Brass Godrej Rakshak , Pad Lock 7 Lever- Brass Godrej Rakshak , Pad Lock 8 Lever- Brass Godrej Rakshak , Pad Lock 9 Lever- Brass Godrej Rakshak , Paint All Colours Berger/Asian , Paint All Colours Shalimar/Asian , Paint Silver Colour Narolac/Asian , Painting Brush All Size Berger , Pillow Kurl-On , Pillow Cotton Made , Pillow Cover All Colour Bomby Dying , Plaster Paris , Plastic Base Plate 10 , Plastic Base Plate 12 , Plastic Base Plate 8 , Plastic Bucket With Lid 18 Litrs Milton Co. , Plastic Bucket With Lid 20 Ltrs Milton Co. , Plastic Mug (Best Quality) Milton Co. , Plastic Sheet Thick (Best Quality) , Plastic Top 10 , Plastic Top 12 , Plastic Top 14 , Ply Wood Water Proof 12 Mm. , Ply Wood Water Proof 18 Mm. , Ply Wood Water Proof 8 Mm. , Polythine Sheet Thick 14X 18 (Best Quality) , Polythine Sheet Thick 18X 24 (Best Quality) , Polythine Sheet Thick 8X 12 (Best Quality) , Primer Paint (Wall) Salimar , Primer Paint (Wooden) Salimar , Profile 12 Mm , Pumper Good Quality , Pvc Band 3 Watertak Construction Of , Pvc Band 4 Watertak Construction Of , Pvc Elbow 1 Watertak Construction Of , Pvc Elbow 1½ Watertak Construction Of , Pvc Elbow 2 Watertak Construction Of , Pvc Elbow 3 Watertak Construction Of , Pvc Elbow 4 Watertak Construction Of , Pvc Pipe 2 Watertak Construction Of , Pvc Pipe 3 Watertak Construction Of , Pvc Pipe 4 Watertak Construction Of , Pvc Pipe 1 Watertak Construction Of , Pvc Pipe 1½ Watertak Construction Of , Pvc Socket 1 Watertak Construction Of , Pvc Socket 1½ Watertak Construction Of , Pvc Socket 2 Watertak Construction Of , Pvc Socket 3 Watertak Construction Of , Pvc Tee ¾ Watertak Construction Of , Pvc Tee 1 Watertak Construction Of , Pvc Tee 1½ Watertak Construction Of , Pvc Tee 3 Watertak Construction Of , Pvc Tee 4 Watertak Construction Of , Pvc Water Tank 500 Ltrs Titaki Gold , Pvc Water Tank 1000 Ltrs Titaki Gold , Pvc Water Tank 1500 Ltrs Titaki Gold , Rain Coat Duckback , Recsin (Best Quality) , Red Oxide , Rifle Chain Iron , Road Marking Paint , Rogar 100 Ml Agro , Roof Plastic Sheet Green Transparent 3X8 (Best Quality) , Room Freshener (Branded) , Round Up Agro , Salu Cloth , Savlon Oil 250 Ml Savlon , Scotch Bite Scrub Pad , Screw All 1 Tata , Screw All 2 Tata , Search Light Hand Handle Hi-Beam Long Range 500 Mtrs (Best Quality) , Septic Tank Cleaning , Sexo Phone Rite Ricco , Shampoo For Dog Hindustan Lvr. Ltd , Silk Cloth , Slipper (Best Quality) , Snowcem All Colour Salimer Co. , Soap Dettol 100 Gram B/Chemical , Soap Dettol Liquid Nozzle Type B/Chemical , Soap Dove 100 Gram Dove , Soap Lux 100 Gram International , Soap Rin 200 Gram Rin Co. , Soap Vimber 200 Gram Vim , Sony Digital Camera, Model Dcr/Sr68 80 Gb Memory Sony Co. , Sony Digital Camera, Model Dsc W310 Sony Co. , Sony Digital Camera, Model Dsc W320 Sony Co. , Spade (Iron Kodal) Tata Co. , Spray Machine 18 Ltrs (Battery System) , Spring Post , Staionary Bicycle , Stand Fan (Hight Factual System) Usha Co. , Steel Jute , Stailness Steel Net For Door/Window Steel Co. , Stailness Steel Pipe ½ Steel Co. , Stailness Steel Pipe 1 Steel Co. , Steiner 200 Ml Salimer Co. , Stop Watch Racer Co. , Stop Watch Digital Crown Co. , Sunmica Mayur , Surf Excel Surf Excel , Surgical Mask , Surgical Mask , Sutli (Jute) , Table Cloth (Best Quality) , Table Cloth Plastic (Best Quality) , Tar-Felt (Thick) Good Quality , Tar-Felt Pasted (Thick) Good Quality , Tarpin Oil Salimer Co. , Tawa Iron Tata , Tea Best Quality , Tea Cup & Plate Set (Best Quality) Laopala , Tea Pot Steel Body 10 Ltrs Steel Construction Of , Tea Tray (Fancy) Cello Co. , Telephone Receiver Caller Id Attach Beetal , Telephone Receiver Caller Id Attach Sony , Telephone Wire (Cable Type) Havels , Temporary Hiring Of Pandel , Temporary Hiring Of Bedding Articles (Pillow,Blanket,Matress,Bedsheet) , Temporary Hiring Of Stage With Shed Including Light , T-Flag Embriodary Both Side , Thermocol 12Mm , Thermocol 18Mm , Thermocol 6Mm , Thermos Flask 1 Ltrs (Best Quality) Milton Co. , Thermos Flask 2 Ltrs (Best Quality) Milton Co. , Thinner Salimer , Tissue Paper (100 Pcs.Best Quality) , Toilet Brush (Best Quality) , Torch Light Brass-2 Cell (Led) Eveready Co. , Torch Light Brass-3 Cell (Led) Eveready Co. , Towel All Colour Size 45 X 75 Cms Bombay Dying , Towel All Colour Size 72 X 146 Cms Bombay Dying , Traffic Cone , Trolley Bag Branded , Ujala (Big) , Umbrella (Big Size) Best Quality , Urea Fertilizer , Veg Lunch/Dinner (Jeera Rice/Fried Rice/ Plain Rice/Alu Dam/Chilli Paneer/Dal Fry/ Motor Paneer/Sweet) , Velvet Cloth (Best Quality) , Venyl Carpet , Vertical Blinds Including Fitting & Fixing , Wall Clock (Best Quality) Ajanta , Wall Fan With Speed Controller Usha Co. , Wall Putting Berger , Washable Distemper Asian Paints , Waste Bin With Wheel Supreme , Waste Paper Bean Milton Co. , Water Drum Plastic With Lid Big Size Cello Co. , Water Drum Plastic With Lid Small Size Cello Co. , Water Filter Steel Body 10 Ltrs Sheetal Co. , Water Filter Steel Body 15 Ltrs Sheetal Co. , Water Filter Uv/Ro 10 Ltrs With Accessories Kent , Water Filter Uv/Ro 20 Ltrs With Accessories Kent , Water Jug Plastic Cello Co. , Water Pump 0.5 H/P Kirlosker , Water Pump 1.0 H/P Kirlosker , Water Pump 1.5 H/P Kirlosker , Weather Coat Paint Narolac , Weeper (Floor Clearer) , Weeper Moving (Floor Clearer) , Weight Machine Automatic Crown Co. , Wheel Barrow Heavy Duty (Best Quality) , Wheel Gerbagewaste Dustbin 70 Ltrs. Nilkamal , White Jute , White Liquid Polish Cherry Co. , Wire 18 Swg , Wire Bending , Wire Brush , Wire Clips , Wireless Microphone Ahuja , Wood Bit Sieze 1 , Wood Bit Size ½ , Wood Buttom Gamari All Size , Wood Buttom Sal All Size , Wood Buttom Siris All Size , Wood Plank Gamari All Size , Wood Plank Sal All Size , Wood Plank Siris All Size , Writing Stand Fiber (Best Quality) , Bay-Gon Spray Oil Bay-Gon , Bleaching Powder , Harpic Liquid, Red, 500 Ml. , Harpic Liquid Blue, 500 Ml Reckitt Benokiser , Hit Spary Mosquito Big 250 Ml , Hit Spray (Cockroach) Big 250 Ml , Lizol (Disinfectant) 500 Ml B/Chemical , Mosquito Coil Good Night/All Out , Mosquito Killer Racket Good Night/All Out , Mosquito Liquid 60 Days Good Night/All Out , Mosquito Liquid 45 Days Good Night/All Out , Mosquito Machine For Liquid Good Night/All Out , Napthalene Balls , Phenyl (Black) B/Chemical , Phenyl (Nemyle) B/Chemical , Phenyl (White) B/Chemical , Badminton Feather Cock (Best Quality) Yonex , Badminton Net Nylon (Best Quality) , Badminton Nylon Cock (Pack Of 6) Yonex Mavis 500 , Badminton Racket (Best Quality) Yonex , Badminton Racket (Li-Ning) , Basket Ball (Best Quality) Nivia , Carrom Board (Best Quality) , Carrom Coin Set Plastic , Carrom Coin Set Wooden , Cricket Bat (Best Quality) , Cricket Gloves Sg , Cricket Tigh Pad Branded , Cricket Wicket Keeping Gloves Sg , Foot Ball Stoking (Socks) For Player Addidas , Foot Ball (Best Quality) Addidas , Foot Ball Boot Vector-X , Foot Ball Goal Post Net Nylon , Foot Ball Kits Bags Addidas , Foot Ball Shin Guard For Player Addidas , Foot Ball Team Dress (T-Shirt/Half Pant) Addidas , Lawn Tennis Ball Aivin Division , Track Suit (Branded) Addidas /Nike/Reebok , Track Suit (Upper,Lower) Best Quality , Trademill (Aerofit) , Volleyball Net (Nylon) Addidas /Nike/Reebok , Camoflage T Shirt Hafl Sleeve Cotton (All Size) Visa Co. , Ground Sheet (Satronchi) , Jungle Boot , Jungle Hat , Peak Cap , Shoe White P.T. Bata Co. , Socks Nylon White Bata Co. , Water Bottle , White T Shirt (Hafl Sleeve) Cotton (All Size) Best Quality , White Terry Cotton Cloth For (Hafl Pant) S.Kumar , Woolen Jersey (Black/Dark Blue) Oswal Construction Of , Lanyard , Lathi Cane 5Ft , Spear Head Iron , Vrg Badge Cloth , Water Proof Coat , Whistle Plastic , Woolen Blanket , African Marigold Hybrid , Antirrhinum Hybrid , Aster Hybrid , Blooming Aster Hybrid , Blooming Marigold Inka Hybrid , Calendula Hybrid , Cineraria Hybrid , Coconut Hybrid , Dahlia Hybrid , Ficus Benjamin Hybrid , Ficus Gold Hybrid , Gazania Hybrid , Geranium Hybrid , Gladiolus Balbs Hybrid , Guava Hybrid , Hanging Oxalis Hybrid , Hedge Plant , Hibiscus Hybrid , Indoor Pot Plants Hybrid , Ixoras Chinesis Hybrid , Janodo Hybrid , Marigold Brocade Hybrid , Marigold Inka Hybrid , Marigold Jambo Hybrid , Marigold Tinytod Hybrid , Marrigold White Hybrid , Mini Togor Hybrid , Ornamental Cabbage Hybrid , Pansy Hybrid , Papaya Hybrid , Petunia Hybrid , Phontasia Hybrid , Portulika- F1 Hybrid , Salvia Hybrid , Secateures Hybrid , Sobeda Hybrid , Tea Roses Hybrid , Thujas Comacta Hybrid , Zinnia- F1 Hybrid , 2-4 D Poison Agro , Bone Dust , Cow Dong , D.A.P , Muster Khol , N.P.K 10- 26-26 , N.P.K Fertilizer , Neem Khol , Phaspate , Potash , Vermi Composed , Arrarute , Blue Lamp (Brass) , Chindi (Good Qualty) 200 Mtrs , Iron Madetarget Board 4X6 , Kerosen Oil , Maida , Target Paper 2X2 , Target Paper 4X4 , Tuli Brush , Tutia , Wooden Madetarget Board 4X6 , 1X1 Ms Pipe . , Acrylic Name Plate Board , Aluminim Pipe 11X10 Tata , Aluminium Door & Window Repair Including Fitting And Fixing , Aluminium Net , Aluminium New Door & Windows With Glass Including Fitting & Fixing , Aluminium Partition With Board And Glass , Aluminium Pipe 1/21X10 Tata , Aluminium Sheet (Good Quality) , Aluminium Steel , Aluminium Utensil , Aluminum Chennal Door/Windows , Aluminum Partion Panel , Asbestos Partiton Board , Asbuster Ceiling & Wooden Frame Structure , Bedmasali , Brick No.I , Carpenter Labour Charges In A Day , Carpet , Cement Ambuja , Cement Acc , Check Valve 1½ Mark , Cistren With Essentilas Materials Hindware , Coated Corrogated Tin 35 Mm Tata , Coated Corrogated Tin 45 Mm Tata , Comod For Toilet (Best Quality) Hindware , Concreted Post (Pillar) 4X4 X 10 , Concreted Post (Pillar) 4X4 X 12 , Concreted Post (Pillar) 4X4 X 6 , Concreted Post (Pillar) 4X4 X 8 , Concreted Ring 36 Daimeters , Corrugated Tin 35 Mm Tata , Corrugated Tin 45 Mm Tata , Corrugated Tue Tata , Curtain (Parda) Cloth Best Quality , Decorative Plywood 3.5 Mm Mayur , Decorative Plywood 4 Mm Mayur , Decorative Veneers Mayur , Detol Handwash (200 Gram.) , Electric Wire 1 Mm Copper Havells , Electric Wire 1.5 Mm Copper Havells , Electric Wire 2 Mm Copper Havells , Fiber Cemented Particle Board , Fiber Partition With Alumunium Channel Mayur , Fiber Sheet , Flash Doors 7 X 3.5 Mayur , Glow Sign Board, Bracket Light , Green Plywood Mica , Green Plywood Water Proof 12 Mm , Green Plywood Water Proof 18 Mm , Green Plywood Water Proof 9 Mm , Green Shede View Cutter Premium Quality. , Hand Shower (Fixed Type) Jaguar , Hd High Quality Flex Supply With Printing , Hd High Quality Iron Mount Flex Supply , Helmet Repairing With Painting , Hire Charges For Metal Lamp With Fitting & Fixing , Hire Charges Of 3 Phase Wire (10 Annual Periodical Maintenance Fitting & Fixing) , Hired Charges Of Ceiling/Table Fan With Fitting & Fixing , Hired Of 4X3 Temporary Urinal Bamboo Made , Hiring Charges Of Tubelight , Hiring Of Ceiling Fan , Hiring Of Generator 20 Kv With Fuel , Hiring Of Jcb With Fuel & Driver Charges For Ground Leveling , Hiring Of Metal Lights , Hiring Of Plastic Chairs , Hiring Of Podium , Hiring Of Road Roller With Fuel & Driver Charges For Ground Leveling , Hiring Of Sound System , Hiring Of Stand Fan , Hiring Of Temporary Bed With Pillow,Blanket,Matress,Bedsheet , Hiring Of Temporary Pendal 20 X 30 , Hiring Of Temporary Pendal 40 X40 , Hiring Of Temporary Stage 10 X 15 , Hiring Of Temporary Stage 20 X 20 , Hiring Of Temporay Toilet 3 X 5 , Hiring Of Vip Chairs/ Sofa , Hiring Of Vip Tables , Hirring Of Plastic Tables , Iron Cots Repairing With Weilding , Iron Patti 2 For Repairing Iron Cots , Iron Pipe , J Hook With Nut Bolt & Washer , Jipsom Board 2X2 Jypsum , Labour Charges For Cleaning , Lafarge Boad 2X2 Lafarge , Lawn Development Digging Soil, Breacking Dods, Uprooting Weeds Including Filling Silver Sand 4 Thickness , Lime Surya , M.S. 1 Size Pipe Supply With Welding Tata , M.S. 1.5 Size Pipe Supply Tata , M.S. 2 Size Pipe Supply Tata , Off White Ceiling Cemented Board , Paint With Essentail Materials Supply Narolac , Pvc Wall Panelling Best Quality , Repair Of Underground Pipeline , Repairing Of Ceiling Fan (Copper Coil Along With Capacitor , Repairing Of Exhaust Fan , Repairing Of Fiber Helmet With Painting , Reapiring Of Fiberglass Dhal , Repairing Of Iron Cots With 2 Iron Patti & Painting , Repairing Of Ornate Chair , Repairing Of Secretariat Table , Repairing Of Stand Fan (Copper Coil Along With Capacitor) , Sandy Soil , Shower Long Body 1 Jagver Co, , Stainless Steel Structure Frame For Display Board , Steel Angle Stock Cock Mark , Steel Long Body Cock 1 Jaguar , Steel Pipe Welding , Steel Rain Shower Body Long Mark , Stone Chips , Stop Cock Conceal Long Body Jaguar , Stop Cock Conceal Short Body Jaguar , Surface Light Round Type , Surface Light Squre Type , Tar-Felt (Thick) Good Quality , Tar-Felt Pasted (Thick) Good Quality , Tin Structure Replacement , View Cutter Using Corrugated Tin , Washable Distemper , Water Pipe 1.5 With , Water Proof Coatings , Water Tank Washing Labour Charges , Weather Coat With Essentail Materials Supply & Surface Cleaning Wall, Ceiling Etc Painting Barjar , White Cement
Contract Date: Apr 17, 2026 Contract Value : ₹ 7.94 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 12
West Bengal View Result →
21.
Public Administrative Department #9944112 AOC
Purchasing Of Shredder Machine 01 No, Fogging Machine 03 Nos & Weed Cutter Machine 3 Nos Of Cmc Kolar - Shreddermachine,Weed Cutters,Fogging Machines
Contract Date: Ref. Documents Contract Value : ₹ 5.52 Lakh
Local Bodies No of Bidders 1
Karnataka View Result →
Kerala View Result →
23.
Defence #9749554 AOC
Tender For Provision Of Klp For Sig Coy At Lalgarh Jattan Mil Station.; 2 Lump sum price worked out by the tenderer for BUILDING WORKS as listed in Schedule ‘A’ Part-I(Ref pre-priced schedule attached separately) 3 Lump sum price worked out by the tenderer for INTERNAL ELECTRIFICATION WORKS as listed in Schedule ‘A’ Part-II(Ref pre-priced schedule attached separately) 4 Lump sum price worked out by the tenderer for INTERNAL WATER SUPPLY WORKS as listed in Schedule ‘A’ Part-III(Ref pre-priced schedule attached separately) 5 Lump sum price worked out by the tenderer for ROAD, PATH, HARD STANDING AND CULVERT WORKS as listed in Schedule ‘A’ Part-IV(Ref pre-priced schedule attached separately) 6 Lump sum price worked out by the tenderer for AREA DRAINAGE AND FOUNTAIN WORKS as listed in Schedule ‘A’ Part-V(Ref pre-priced schedule attached separately) 7 Lump sum price worked out by the tenderer for SEWAGE DISPOSAL WORKS as listed in Schedule ‘A’ Part-VI(Ref pre-priced schedule attached separately) 8 Lump sum price worked out by the tenderer for SECURITY WALL, FENCING AND GATE WORKS as listed in Schedule ‘A’ Part-VII(Ref pre-priced schedule attached separately) 9 Lump sum price worked out by the tenderer for EXTERNAL WATER SUPPLY WORKS as listed in Schedule ‘A’ Part-VIII(Ref pre-priced schedule attached separately) 10 Lump sum price worked out by the tenderer for EXTERNAL ELECTRIFICATION AND LIGHTENING PROTECTION as listed in Schedule ‘A’ Part-IX(Ref pre-priced schedule attached separately) 11 Lump sum price worked out by the tenderer for SUMMER COOLING APPLIANCES, AIR CONDITIONING AND HOT WATER SUPPLY as listed in Schedule ‘A’ Part-X(Ref pre-priced schedule attached separately) 12 Lump sum price worked out by the tenderer for SITE CLEARANCE, EXCAVATION AND EARTH WORKS as listed in Schedule ‘A’ Part-XI(Ref pre-priced schedule attached separately) 13 Lump sum price worked out by the tenderer for DEMOLITION AND DISMANTLING as listed in Schedule ‘A’ Part-XII(Ref pre-priced schedule attached separately) 14 Schedule A Part-XIII(FURNITURE) 15 Almirah small steel as per drawing No. FD-1032 sheet No. 1/1 16 Almirah large steel as per drawing No. FD-1031 sheet No. 1/1 17 Locker (built-in) (steel) as per drawing No. FD-1029 sheet Nos 1/2 & 2/2 18 Work bench workshop (1800 mm X 900 mm X 760 mm) (steel) as per drawing No. FD-1024 sheet No. 1/1 19 Book case (steel) as per drawing No. FD-1028 sheet No. 1/1 20 Bath Mat (PVC) as per drawing No. FD/E6/MAP/07 sheet No. 1/1 21 Barber Chair with adjustable Headrest as per Model No. IK-2687 of Ikonic Furniture/ Professional or equivalent of Marc Salon Furniture 22 Chair easy per drawing No. FD-229 sheet No. 1/1 23 Chair easy as per drawing No. FD-358 sheet No. 1/1 24 Chair writing as per drawing No. FD-280 sheet No. 1/1 25 Chair wooden bottom without arms as per drawing No. FD-285 sheet No. 1/1 26 Chair dining as per drawing No. FD-279 sheet No. 1/1 27 Revolving Chair of Make:- Geeken, Model No:- GB-401 or equivalent of Methodex, Godrej as approved by the GE 28 Charpoy with hard top as per drawing No. FD/MAP-II/01 sheet No. 1/1 29 Desk with Dias Wooden as per drawing No. FD-399 sheet Nos 1/2 and 2/2 30 Board Notice/Display Board of size (900 mm X 1200 mm) of Make:- Alkosign, Model No:- ASGPB 90120 or other equilent make as approved by the GE 31 Drugget of variety No. Wollen, 60 tex X 12 warp, size 3000 mm X 2000 mm as per IS 697: 2005 32 Form with back (1800 mm long) as per drawing No. FD-78(M) sheet No. 1/1 33 Form without back(1525 mm long) (steel) as per FD-1027 sheet No. 1/1 34 Hat stand with mirror (large) as per drawing No. FD-362 sheet No. 1/1 35 Hot case small as per drawing No. FD-363 sheet No. 1/1 36 Ladder aluminium as per drawing No. FD-1025 sheet No. 1/1 37 Mirror (1200 mm X 1200 mm) 38 Pointer short 900 mm as per drawing No. FD-1041 sheet No. 1/1 39 Pointer medium 1220 mm as per drawing No. FD-1041 sheet No. 1/1 40 Pointer long 1525 mm as per drawing No. FD-1041 sheet No. 1/1 41 Receptacle as per drawing No. FD/E6/MAP/13 sheet No. 1/1 42 Side rack with tray three spaces (steel) as per FD-1023 Sheet No. 1/1 43 Sofa set single seater as per drawing No. FD/MAP-II/02 sheet Nos 1/2 & 2/2 44 Sofa set 5 seaters (3 + 1 + 1) as per drawing No. FD/MAP-II/02 sheet Nos 1/2 & 2/2 45 Stool steel (510 mm high) as per drawing No. FD-409 sheet No. 1/1 46 Stool 305 mm X 305 mm X 760 mm (steel) as per drawing No. FD-81(M) sheet No. 1/1 47 Meat safe as per drawing No. FD-47(M) sheet No. 1/1 48 Table clerks (steel) as per drawing No. FD-1004 sheet No. 1/1 49 Table officers (steel) as per drawing No. FD-1003 sheet Nos 1/2 & 2/2 50 Table marble top (1530 mm X 900 mm X 760 mm) as per drawing No. FD-298 sheet No. 1/1 51 Table dining 6 persons as per drawing No. FD/MAP-II/03 sheet No. 1/1 52 Table with drawer (900 mm X 600 mm X 760 mm) (steel) as per drawing No. FD-1008 sheet Nos 1/2 & 2/2 53 Table for Havs & Ors (steel) as drawing No. FD-1007 sheet No. 1/1 54 Table (600 mm X 600 mm X 760 mm) as per drawing No. FD-293 sheet No. 1/1 55 Table centre two tier (900 mm X 450 mm X 400 mm) as per drawing No. FD-274 sheet No. 1/1 56 Table centre as per drawing No. FD-375 sheet No. 1/1 57 Teapoy as per drawing No. FD-278 sheet No. 1/1 58 Schedule A Part-XIV(ARBORICULTURE) 59 M & L for digging holes of 1.2 metre dia and 1.2 metre depth in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts including anti-termite treatment by digging pits 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration including supplying, stacking and planting of Ashoka Regional of height 120-130 cm in big polybag of size 25 cm complete all as specified and as directed. Note: The contractor’s quoted rate shall be inclusive of excavation, earthworks, manure, sludge, anti-termite treatment, supplying of good earth from outside MD land if not found suitable from the excavated earth, etc. 60 M & L for digging holes of 1.2 metre dia and 1.2 metre depth in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts including anti-termite treatment by digging pits 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration including supplying, stacking and planting of Azadirachta indica ( Neem ) plant of height 120-130 cm in big polybag of size 25 cm complete all as specified and as directed. Note: The contractor’s quoted rate shall be inclusive of excavation, earthworks, manure, sludge, anti-termite treatment, supplying of good earth from outside MD land if not found suitable from the excavated earth, etc. 61 M & L for digging holes of 1.2 metre dia and 1.2 metre depth in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts including anti-termite treatment by digging pits 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration including supplying, stacking and planting of Jamun of height 120-130 cm in big polybag of size 25 cm complete all as specified and as directed. Note: The contractor’s quoted rate shall be inclusive of excavation, earthworks, manure, sludge, anti-termite treatment, supplying of good earth from outside MD land if not found suitable from the excavated earth, etc. 62 M & L for digging holes of 1.2 metre dia and 1.2 metre depth in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts including anti-termite treatment by digging pits 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration including supplying, stacking and planting of Peepal plant of height 120-130 cm in big polybag of size 25 cm complete all as specified and as directed. Note: The contractor’s quoted rate shall be inclusive of excavation, earthworks, manure, sludge, anti-termite treatment, supplying of good earth from outside MD land if not found suitable from the excavated earth, etc. 63 M & L for digging holes of 1.2 metre dia and 1.2 metre depth in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts including anti-termite treatment by digging pits 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration including supplying, stacking and planting of Shesham plant of height 120-130 cm in big polybag of size 25 cm complete all as specified and as directed. Note: The contractor’s quoted rate shall be inclusive of excavation, earthworks, manure, sludge, anti-termite treatment, supplying of good earth from outside MD land if not found suitable from the excavated earth, etc. 64 M & L for digging holes of 1.2 metre dia and 1.2 metre depth in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts including anti-termite treatment by digging pits 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration including supplying, stacking and planting of Mahogany plant of height 120-130 cm in big polybag of size 25 cm complete all as specified and as directed. Note: The contractor’s quoted rate shall be inclusive of excavation, earthworks, manure, sludge, anti-termite treatment, supplying of good earth from outside MD land if not found suitable from the excavated earth, etc. 65 M & L for digging holes of 1.2 metre dia and 1.2 metre depth in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts including anti-termite treatment by digging pits 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration including supplying, stacking and planting of Gulmoharplant of height 120-130 cm in big polybag of size 25 cm complete all as specified and as directed. Note: The contractor’s quoted rate shall be inclusive of excavation, earthworks, manure, sludge, anti-termite treatment, supplying of good earth from outside MD land if not found suitable from the excavated earth, etc. 66 M & L for digging holes of 1.2 metre dia and 1.2 metre depth in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts including anti-termite treatment by digging pits 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration including supplying, stacking and planting of Keenu of height 120-130 cm in big polybag of size 25 cm complete all as specified and as directed. Note: The contractor’s quoted rate shall be inclusive of excavation, earthworks, manure, sludge, anti-termite treatment, supplying of good earth from outside MD land if not found suitable from the excavated earth, etc. 67 M & L for preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete all as specified and as directed. Note: Cost of sludge, manure or extra earth to be paid for separately. 68 M& L for plantation of shrubs, hedge etc. at the site including watering and removal of unserviceable material including shrub/ hedge plants of any type and of height 60-75 cm in earthen pots of size 20 cm complete all as specified and as directed. 69 M & L for trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure) complete all as specified and as directed. 70 Supplying and stacking at site dump manure screened through sieve of IS. designation 20 mm from approved source, including carriage from outside MD land complete all as specified and as directed. Note: Manure measured in stacks will be reduced by 8% for payment. 71 M & L for rough dressing the trenched ground including breaking clods complete all as specified and as directed. 72 M & L for uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation complete all as specified and as directed. 73 M & L for fine dressing of the ground complete all as specified and as directed. 74 M & L for spreading of sludge, dump manure and/or good earth in required thickness complete all as specified and as directed. Note: Cost of sludge, dump manure and/ or good earth to be paid separately. 75 M & L for grassing with selection No. 1 grass in rows 5 cm apart in both directions including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth complete all as specified and as directed. Note: The earth shall be paid for separately. 76 Schedule A Part-XV(MISCELLANEOUS PARTS) 77 S & F in integrated type Heat Pump water heater with following components including installation testing and commissioning Outdoor Air cooled Integrated or split type Heat Pump with recirculation mode having minimum compressor capacity 3 HP, hermetically sealed with environment friendly refrigerant. At Rated heating Capacity, the heat pump must be able to deliver hot water at 65˚C (outlet temperature), at the rate not less than 120 litre per hour at minimum water inlet temperature of 4˚C and outlet temperature of 60˚C, and minimum 300 litre per hour in hybrid mode. At Rated heating Capacity, the heat pump must be able to deliver hot water at 65˚C (outlet temperature), at the rate not less than 120 litre per hour at minimum water inlet temperature of 4˚C and outlet temperature of 60˚C, and minimum 300 litre per hour in hybrid mode. The ratio of Rated output heating capacity to Rated Input Power should be such that COP of the machine is not less than 3.0 and must have Back-up heater power of not less than 12 kW and rated power input of not more than 2.5 kW. The heat pump shall have water storage tank of capacity (having internal glass lining) not less than 450 litre. NOTE: (a) Heat pump should have all the safety protections like high/low voltage, high temperature, refrigerant leak, compressor overheat protection with operational noise level not more than 60 dbA. (b) Heat pump should have a user friendly control panel to set the desired temperature with display of the actual temp also with flexibility of installing the same 15-30 m away from the heat pump. 78 Supply, installing, commissioning and testing hi wall split units indoor / outdoor Air conditioner cooling type both complete with cordless remote control unit and within built air purifier, dehumidifier, air filter and dust filter for better indoor air quality with minimum BEE approved, 5 star rating, inverter type, ISEER 5, Electric driven single phase 220 volts, AC, 50HZ, R-410A/R-32 refrigerant of capacity 1.5 Ton, inverter type, noise level should be less than 45 DB including copper piping of adequate size and required length as directed duly insulated with suitable insulating material e.g. class O Nitrile insulation of minimum 12mm thick for condensing unit, copper cable of suitable size for making electric connections, including necessary fixing arrangement (indoor unit at suitable place and height inside the room and outdoor unit at suitable place outside the room) complete as specified and as directed. Note:- (a) Suitable piping shall be provided of adequate length of size 5/8 for draining of condensate water from indoor unit. Cost of same shall deemed to be included in quoted rate. (b) Suitable Copper tubing in addition if required extra as per site requirement from indoor unit to outdoor unit shall be provided and cost of same shall to be included in quoted rate. (c) Cost for Metallic bracket and nut bolt for fixing indoor and outdoor unit including necessary cutting / grouting in walls by cutter and making good the surface in CM 1:3 and to the original finishes (white wash/colour wash/Distemper) shall deemed to be included in quoted rate. (d) Contractor shall submit original purchase voucher and Warranty card. Minimum warranty should be 1 year for complete product, 10 year for compressor, 5 year for condenser and PCB card after Installation and commissioning of complete unit. 79 Supply, installing, commissioning and testing hi wall split units indoor / outdoor Air conditioner cooling type both complete with cordless remote control unit and within built air purifier, dehumidifier, air filter and dust filter for better indoor air quality with minimum BEE approved, 5 star rating, inverter type, ISEER 5, Electric driven single phase 220 volts, AC, 50HZ, R-410A/R-32 refrigerant of capacity 2 Ton, inverter type, noise level should be less than 45 DB including copper piping of adequate size and required length as directed duly insulated with suitable insulating material e.g. class O Nitrile insulation of minimum 12mm thick for condensing unit, copper cable of suitable size for making electric connections, including necessary fixing arrangement (indoor unit at suitable place and height inside the room and outdoor unit at suitable place outside the room) complete as specified and as directed. Note:- (a) Suitable piping shall be provided of adequate length of size 5/8 for draining of condensate water from indoor unit. Cost of same shall deemed to be included in quoted rate. (b) Suitable Copper tubing in addition if required extra as per site requirement from indoor unit to outdoor unit shall be provided and cost of same shall to be included in quoted rate. (c) Cost for Metallic bracket and nut bolt for fixing indoor and outdoor unit including necessary cutting / grouting in walls by cutter and making good the surface in CM 1:3 and to the original finishes (white wash/colour wash/Distemper) shall deemed to be included in quoted rate. (d) Contractor shall submit original purchase voucher and Warranty card. Minimum warranty should be 1 year for complete product, 10 years for compressor, 5 years for condenser and PCB card after Installation and commissioning of complete unit. 80 Supplying, installing, testing and commissioning refrigerator, electric driven (single phase), frost-free, double door, auto defrost to stop Ice built-up, automatic adjustment of speed in response to cooling demand, capacity upto 195 litres (nearest available). BEE 5 star rated complete with all accessories such as mounted trolley, complete all as specified and as directed. 81 Supplying, installing, testing and commissioning automatic, servo controlled, indoor type, voltage stabilizer of capacity 5 kVA, single phase, IP55 protection, copper wound, naturally air cooled type, insulation class H, designed for input voltage of 160 V to 270 V and output voltage of 230 V ± 1%, voltage correction rate of 15 V per second, metallic body with lifting hook duly power coated, LCD display for Input and Output Voltage, frequency, current, Time Delay and Mains ON with under and over voltage protection, short circuit protection, surge protection all as per IS 8448: 1989 complete all as specified and as directed. 82 Supplying, installing, testing and commissioning automatic, servo controlled, indoor type, voltage stabilizer of capacity 4 kVA, single phase, IP55 protection, copper wound, naturally air cooled type, insulation class H, designed for input voltage of 160 V to 270 V and output voltage of 230 V ± 1%, voltage correction rate of 15 V per second, metallic body with lifting hook duly power coated, LCD display for Input and Output Voltage, frequency, current, Time Delay and Mains ON with under and over voltage protection, short circuit protection, surge protection all as per IS 8448: 1989 complete all as specified and as directed. 83 Supplying, fixing, testing and commissioning Industrial cooler (evaporative cooling unit), minimum dia 900 mm, minimum airflow 20000 cum per hour, Axial fan type, Noise maximum 70 decibel, coverage area 100 to 200 sqm, water consumption 65 to 90 liter, UV protected cooler body including 36-liter water tank, standard duct with auto swing grills with all fixing arrangements complete all as specified and as directed. Note: - Industrial sockets and three phase control copper wires shall be measured and paid separately. 84 Supplying, fixing, testing and commissioning Industrial cooler (evaporative cooling unit), minimum dia 900 mm, minimum airflow 15000 cum per hour, Axial fan type, Noise maximum 70 decibel, coverage area 100 to 200 sqm, water consumption 65 to 90 liter, UV protected cooler body including 36-liter water tank, standard duct with auto swing grills with all fixing arrangements complete all as specified and as directed. Note: - Industrial sockets and three phase control copper wires shall be measured and paid separately. 85 Supply, assembly and erection of stainless steel (SS-304 grade) of 0.8mm thick rectangular duct (for industrial cooler) jointed by TIG/MIG welding or riveted with SS flanges with neoprene gasket at joint, supports of MS angle iron or SS rods complete all as specified and as directed. Note: The design of the duct for industrial cooler shall be submitted by the contractor for the approval of the GE. 86 Disconnecting all existing connection including earth wire with transformer of capacity 200 kVA upto and including 315 kVA installed on plinth or 2 poles or 4 poles structures and taking down and shifting transformer from any substation under the GE to new location with help of Hydra (Recovery)/JCB/ Crane etc. and including installation installed on plinth or 2 poles or 4 poles structures at new location including connecting all connections, earthing, conductors, cables, nuts, bolts, washers etc. complete all as specified and as directed. 87 Construction of platform for transformer having dimension (2000 mm X 2000 mm), height 2000 mm and foundation depth of 1200 mm including necessary earthworks in any type of soil, 150 mm moorum filling in foundation, 150 mm PCC foundation with M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate, brick work with sub class B bricks, non-modular sizes as per IS 1077: 1992, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6, cement plaster 20 mm thick externally in two coats of (15 mm and 5 mm) in cement mortar 1:4, enclosed spaces filled with moorum, 75 mm PCC subbase of flooring with M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate, 150 mm PCC flooring with M10(Nominal Mix) using 20 mm nominal size graded crushed stone aggregate, finishing exposed faces of concrete surfaces and plaster surfaces with three coats of white wash complete all as specified and as directed. 88 Supplying, installing, testing and commissioning factory made, CPRI approved, outdoor type, floor mounting LT panel board of adequate size, made of cold rolled close annealed sheet of 3 mm thick with 50 mm X 50 mm X 6 mm angle iron frame works, powder coated, dust & vermin proof, front and rear openable, double doors, compartmentalized, Form 4b construction,conforming to IS/IEC 61439 (Part 0 to 7), locking arrangements, suitable for 3 phase 4 wire 415 V, 50 Hz with 630 Amps rated aluminium bus bar fully insulated with class F materials and nuts, bolts, washers for connection including wiring with single core PVC power cable of suitable size and including mounting on angle iron frame made using angle iron 50 mm X 50 mm X 6 mm complete all as specified and as directed. and shall be comprising the followings: - (A) 630 Amps rated aluminium bus bar fully insulated with class F materials and nuts, bolts, washers for connection – 4 Nos (B) Wiring with single core PVC, copper power cable of suitable size (C) Incoming: (a) MCCB rated current (In): 400 A, Icu: 35 kA, Ics: 100% of Icu, Uimp: 8 kV, Ui: 690 V, IP40, adjustable thermal (80% to 100%) and adjustable magnetic (5-10 times) setting, four pole, for 415 V, 50 Hz AC supply: -1 No (D) Outgoing: (a) MCCB rated current (In): 320 A, Icu: 35 kA, Ics: 100% of Icu, Uimp: 8 kV, Ui: 690 V, IP40, adjustable thermal (80% to 100%) and adjustable magnetic (5-10 times) setting, four pole, for 415 V, 50 Hz AC supply: -1 No (b) MCCB rated current (In): 160 A, Icu: 35 kA, Ics: 100% of Icu, Uimp: 8 kV, Ui: 690 V, IP40, adjustable thermal (80% to 100%) and adjustable magnetic (5-10 times) setting, four pole, for 415 V, 50 Hz AC supply: -1 No (c) MCB, TPN, 10 kA, C-type, rated current 32 A: -1 No (d) MCB, SPN, 10 kA, C-type, rated current 6 to 32 A: -4 Nos 89 Srl Item No 15.012 Continued......(E) Accessories: (a) Digital voltmeter 0-500 V with selector switch – 4 Nos (b) Digital ammeter 0-200 Amps with CT and selector switch – 1 No (c) LED indicating lamps – 3 Nos (d) Danger Notice Plate for LT (F) 3 Phase, 5 kW automatic street light control switch using infrared sensor based twilight/ nature switch for automatic switching of streetlights, consisting of weatherproof powder coated metal box of suitable size, 1 No of twilight/ nature switch dusk to dawn, 25 Amps 3 pole contactor- 1 No, 20 Amps MCB- 6 Nos (3 Nos input and 3 Nos output) including wiring with 10 sqmm copper wiring, IP54 protection grade- 1 No (G) The rate quoted by tenderer also includes to fix the legs of the panel box in cement concrete M15(Nominal mix) using 20 mm nominal size graded crushed stone aggregate 30 cm below GL and the box will be kept nearly 45 cm above GL including earthwork and allied services complete. The legs of the box will be of 50 mm X 50 mm X 6 mm of length 750 mm. 90 Supplying, installing, testing and commissioning factory made, CPRI approved, outdoor type, floor mounting LT panel board of adequate size, made of cold rolled close annealed sheet of 3 mm thick with 50 mm X 50 mm X 6 mm angle iron frame works, powder coated, dust & vermin proof, front and rear openable, double doors, compartmentalized, Form 4b construction,conforming to IS/IEC 61439 (Part 0 to 7), locking arrangements, suitable for 3 phase 4 wire 415 V, 50 Hz with 400 Amps rated aluminium bus bar fully insulated with class F materials and nuts, bolts, washers for connection including wiring with single core PVC power cable of suitable size and including mounting on angle iron frame made using angle iron 50 mm X 50 mm X 6 mm complete all as specified and as directed. and shall be comprising the followings: - (A) 400 Amps rated aluminium bus bar fully insulated with class F materials and nuts, bolts, washers for connection – 4 Nos (B) Wiring with single core PVC, copper power cable of suitable size (C) Incoming: (a) MCCB rated current (In): 320 A, Icu: 35 kA, Ics: 100% of Icu, Uimp: 8 kV, Ui: 690 V, IP40, adjustable thermal (80% to 100%) and adjustable magnetic (5-10 times) setting, four pole, for 415 V, 50 Hz AC supply: -1 No (D) Outgoing: (a) MCCB rated current (In): 160 A, Icu: 35 kA, Ics: 100% of Icu, Uimp: 8 kV, Ui: 690 V, IP40, adjustable thermal (80% to 100%) and adjustable magnetic (5-10 times) setting, four pole, for 415 V, 50 Hz AC supply: -1 No (b) MCCB rated current (In): 100 A, Icu: 35 kA, Ics: 100% of Icu, Uimp: 8 kV, Ui: 690 V, IP40, adjustable thermal (80% to 100%) and adjustable magnetic (5-10 times) setting, four pole, for 415 V, 50 Hz AC supply: -1 No (c) MCB, TPN, 10 kA, C-type, rated current 32 A: -2 Nos (d) MCB, SPN, 10 kA, C-type, rated current 6 to 32 A: -6 Nos 91 Srl Item No 15.013 Continued......(E) Accessories: (a) Digital voltmeter 0-500 V with selector switch – 1 No (b) Digital ammeter 0-200 Amps with CT and selector switch – 1 No (c) LED indicating lamps – 3 Nos (d) Danger Notice Plate for LT (F) The rate quoted by tenderer also includes to fix the legs of the panel box in cement concrete M15(Nominal mix) using 20 mm nominal size graded crushed stone aggregate 30 cm below GL and the box will be kept nearly 45 cm above GL including earthwork and allied services complete. The legs of the box will be of 50 mm X 50 mm X 6 mm of length 750 mm. 92 Supplying, installing, testing and commissioning factory made, CPRI approved, outdoor type, floor mounting LT panel board of adequate size, made of cold rolled close annealed sheet of 3 mm thick with 50 mm X 50 mm X 6 mm angle iron frame works, powder coated, dust & vermin proof, front and rear openable, double doors, compartmentalized, Form 4b construction,conforming to IS/IEC 61439 (Part 0 to 7), locking arrangements, suitable for 3 phase 4 wire 415 V, 50 Hz with 250 Amps rated aluminium bus bar fully insulated with class F materials and nuts, bolts, washers for connection including wiring with single core PVC power cable of suitable size and including mounting on angle iron frame made using angle iron 50 mm X 50 mm X 6 mm complete all as specified and as directed. and shall be comprising the followings: - (A) 250 Amps rated aluminium bus bar fully insulated with class F materials and nuts, bolts, washers for connection – 4 Nos (B) Wiring with single core PVC, copper power cable of suitable size (C) Incoming: (a) MCCB rated current (In): 160 A, Icu: 35 kA, Ics: 100% of Icu, Uimp: 8 kV, Ui: 690 V, IP40, adjustable thermal (80% to 100%) and adjustable magnetic (5-10 times) setting, four pole, for 415 V, 50 Hz AC supply: -1 No (D) Outgoing: (a) MCCB rated current (In): 100 A, Icu: 35 kA, Ics: 100% of Icu, Uimp: 8 kV, Ui: 690 V, IP40, adjustable thermal (80% to 100%) and adjustable magnetic (5-10 times) setting, four pole, for 415 V, 50 Hz AC supply: -2 Nos (b) MCB, TPN, 10 kA, C-type, rated current 32 A: -1 No (c) MCB, SPN, 10 kA, C-type, rated current 6 to 32 A: -9 Nos (E) Accessories: (a) Digital voltmeter 0-500 V with selector switch – 1 No (b) Digital ammeter 0-100 Amps with CT and selector switch – 1 No 93 Srl Item No 15.014 Continued......(c) LED indicating lamps – 3 Nos (d) Danger Notice Plate for LT (F) The rate quoted by tenderer also includes to fix the legs of the panel box in cement concrete M15(Nominal mix) using 20 mm nominal size graded crushed stone aggregate 30 cm below GL and the box will be kept nearly 45 cm above GL including earthwork and allied services complete. The legs of the box will be of 50 mm X 50 mm X 6 mm of length 750 mm. 94 Supplying, installing, testing and commissioning factory made, CPRI approved, outdoor type, floor mounting LT panel board of adequate size, made of cold rolled close annealed sheet of 3 mm thick with 50 mm X 50 mm X 6 mm angle iron frame works, powder coated, dust & vermin proof, front and rear openable, double doors, compartmentalized, Form 4b construction,conforming to IS/IEC 61439 (Part 0 to 7), locking arrangements, suitable for 3 phase 4 wire 415 V, 50 Hz with 250 Amps rated aluminium bus bar fully insulated with class F materials and nuts, bolts, washers for connection including wiring with single core PVC power cable of suitable size and including mounting on angle iron frame made using angle iron 50 mm X 50 mm X 6 mm complete all as specified and as directed. and shall be comprising the followings: - (A) 250 Amps rated aluminium bus bar fully insulated with class F materials and nuts, bolts, washers for connection – 4 Nos (B) Wiring with single core PVC, copper power cable of suitable size (C) Incoming: (a) MCCB rated current (In): 160 A, Icu: 25 kA, Ics: 100% of Icu, Uimp: 8 kV, Ui: 690 V, IP40, adjustable thermal (80% to 100%) and adjustable magnetic (5-10 times) setting, four pole, for 415 V, 50 Hz AC supply: -1 No (D) Outgoing: (a) MCCB rated current (In): 100 A, Icu: 35 kA, Ics: 100% of Icu, Uimp: 8 kV, Ui: 690 V, IP40, adjustable thermal (80% to 100%) and adjustable magnetic (5-10 times) setting, four pole, for 415 V, 50 Hz AC supply: -1 No (b) MCB, TPN, 10 kA, C-type, rated current 32 A: -4 Nos (c) MCB, SPN, 10 kA, C-type, rated current 6 to 32 A: -1 No (E) Accessories: (a) Digital voltmeter 0-500 V with selector switch – 1 No (b) Digital ammeter 0-200 Amps with CT and selector switch – 1 No 95 Srl Item No 15.015 Continued......(c) LED indicating lamps – 3 Nos (d) Danger Notice Plate for LT (F) The rate quoted by tenderer also includes to fix the legs of the panel box in cement concrete M15(Nominal mix) using 20 mm nominal size graded crushed stone aggregate 30 cm below GL and the box will be kept nearly 45 cm above GL including earthwork and allied services complete. The legs of the box will be of 50 mm X 50 mm X 6 mm of length 750 mm. 96 Supplying, installing, testing and commissioning factory made, CPRI approved, outdoor type, floor mounting LT panel board of adequate size, made of cold rolled close annealed sheet of 3 mm thick with 50 mm X 50 mm X 6 mm angle iron frame works, powder coated, dust & vermin proof, front and rear openable, double doors, compartmentalized, Form 4b construction,conforming to IS/IEC 61439 (Part 0 to 7), locking arrangements, suitable for 3 phase 4 wire 415 V, 50 Hz with 150 Amps rated aluminium bus bar fully insulated with class F materials and nuts, bolts, washers for connection including wiring with single core PVC power cable of suitable size and including mounting on angle iron frame made using angle iron 50 mm X 50 mm X 6 mm complete all as specified and as directed. and shall be comprising the followings: - (A) 150 Amps rated aluminium bus bar fully insulated with class F materials and nuts, bolts, washers for connection – 4 Nos (B) Wiring with single core PVC, copper power cable of suitable size (C) Incoming: (a) MCCB rated current (In): 100 A, Icu: 25 kA, Ics: 100% of Icu, Uimp: 8 kV, Ui: 690 V, IP40, adjustable thermal (80% to 100%) and adjustable magnetic (5-10 times) setting, four pole, for 415 V, 50 Hz AC supply: -1 No (D) Outgoing: (a) MCB, TPN, 10 kA, C-type, rated current 32 A: -2 Nos (b) MCB, SPN, 10 kA, C-type, rated current 6 to 32 A: -7 Nos (E) Accessories: (a) Digital voltmeter 0-500 V with selector switch – 1 No (b) Digital ammeter 0-200 Amps with CT and selector switch – 1 No (c) LED indicating lamps – 3 Nos (d) Danger Notice Plate for LT 97 Srl Item No 15.016 Continued......(F) The rate quoted by tenderer also includes to fix the legs of the panel box in cement concrete M15(Nominal mix) using 20 mm nominal size graded crushed stone aggregate 30 cm below GL and the box will be kept nearly 45 cm above GL including earthwork and allied services complete. The legs of the box will be of 50 mm X 50 mm X 6 mm of length 750 mm. 98 M & L for auguring under road, pavement, hard standing, railway lines by trenchless technology using latest boring technique and necessary machine for insertion of GI/CI/PP-R/PVC pipe of any dia/ bore/size complete all as specified and as directed. 99 M & L for earthing complete with galvanised steel pipe electrode 40 mm nominal bore, medium grade, 10 metre length buried directly in ground with top edge of the pipe not less than 1.25 metres below normal ground level, connected to earthing lead of 32 mm X 6 mm copper strip by means of bolts, nuts, check nuts and washers of galvanised iron from earth plate to test point upto 7.5 metre including all as shown in electrical plate No. 2 of SSR Part I (2009) including necessary concrete chamber in cement concrete M15 (Nominal Mix) using 20 mm nominal size coarse aggregate, precast RCC cover slab in cement concrete M15 (Nominal mix) using 20 mm nominal size coarse aggregate of size 40 cm X 40 cm X 5 cm reinforced with 8 mm dia TMT bars @ 150 mm c/c both ways with one handle for lifting made out of 8 mm dia bar, GI funnel, GI wire mesh filter, 20 mm dia GI pipe medium grade for watering, 20 mm dia GI pipe medium grade for protection of earthing lead, charcoal or coke and salt in alternate layers including necessary excavation and earth work in any type of soil/ strata and testing complete all as specified and as directed. 100 Supply and laying double wall corrugated pipe (DWC), non-metallic, Resistance to Compression : Type 450, Resistance to Impact: Normal, Resistance to Bending : Pliable, Resistance to External Influence: Ingress Protection : IP 67, Resistance against Corrosion : Without Protection, Resistance to Flame Propagation : Non Flame Propagating, Nominal outside diameter 63 mm, minimum inside dia 47 mm conforming to IS 16205 (Part 24) : 2017 complete all as specified and as directed. 101 Supply and laying double wall corrugated pipe (DWC), non-metallic, Resistance to Compression : Type 450, Resistance to Impact: Normal, Resistance to Bending : Pliable, Resistance to External Influence: Ingress Protection : IP 67, Resistance against Corrosion : Without Protection, Resistance to Flame Propagation : Non Flame Propagating, Nominal outside diameter 110 mm, minimum inside dia 82 mm conforming to IS 16205 (Part 24) : 2017 complete all as specified and as directed. 102 Supply and erect factory made 7 meter long hot dip galvanized (as per relevant IS with average coating thickness 65 micron) octagonal poles conform to IS-2062/ BSEN 10025 with 155 mm dia at bottom and 70 mm dia at top A/F made up of 3 mm thick HT sheet along with foundation type base plate of size 250 mm X 250 mm X 16 mm, foundation bolt 4 Nos of M20 X 600 mm high J type EN8 grade, including 1 meter long hot dip galvanized single arm (swan neck) bracket made up of 40 NB dia GI pipe and including excavation, earth work, PCC (1:2:4) type B1 for foundation and grouting the bolts as per manufacturer’s instructions including marking pole number in letters & figures of size not less than 10 cm height with red colour enamel paint complete all as specified and as directed. Note: - (i) Srl number will be issued by Engineer-in-Charge. 103 Supply and fix concealed sub main wiring complete with and including two Nos single core PVC insulated, unsheathed flexible conductor FR-LSH cables 2.5 sqmm as per IS 694: 2010, ISI marked, annealed, multistranded copper conductor drawn through and including medium mechanical stresses class PVC conduit as per IS 9537 (Part-III): 1983 of suitable nominal size as required at site dia but not less than 20 mm nominal size including all accessories and fixed on walls and 2.5 sqmm one No single core copper conductor PVC insulated, unsheathed flexible multistranded copper conductor FR-LSH cable for earthing and connected to common earth dolly including cost of cutting chase and making good to disturbed surfaces of wall with cement mortar 1:3 including necessary plaster and pointing in cement mortar 1:3 with white wash/distemper/other paintings complete all as specified and as directed. (Note 1- Two runs of 2.5 sqmm cable, one run of 2.5 sqmm cable and one run of conduit shall be measured and paid as one unit length. Note 2- Cost of cutting chase and making good shall be included in the quoted rate.) 104 Supply and lay high density polyethylene pipe (HDPE) of pressure rating PN 6(0.6 Mpa), material grade PE 100 and nominal outside dia 110 mm as per IS 4984: 2016 including all fittings and fixtures in trenches complete all as specified and as directed. 105 Supply and lay high density polyethylene pipe (HDPE) of pressure rating PN 6(0.6 Mpa), material grade PE 100 and nominal outside dia 90 mm as per IS 4984: 2016 including all fittings and fixtures in trenches complete all as specified and as directed. 106 S & F class SN 8 structured wall polyethylene piping system (pipe with online coupler and elastomeric rubber ring) with hollow annular profiled outer surface and a smooth inner surface (double wall corrugated) for non-pressure underground drainage and Sewerage application, Type B, Nominal Size (DN/ID) 150, made of polyethylene (PE) material conforming to per IS 16098 (Part 2):2013 and to be transported, handled, installed and jointed as per Annex A of IS 16098 (Part 2):2013 complete all as specified and as directed. 107 S & F class SN 8 structured wall polyethylene piping system (pipe with online coupler and elastomeric rubber ring) with hollow annular profiled outer surface and a smooth inner surface (double wall corrugated) for non-pressure underground drainage and Sewerage application, Type B, Nominal Size (DN/ID) 200, made of polyethylene (PE) material conforming to per IS 16098 (Part 2):2013 and to be transported, handled, installed and jointed as per Annex A of IS 16098 (Part 2):2013 complete all as specified and as directed. 108 S & F factory made rubber coated cement concrete paver block 60 mm thick (M35 grade with minimum compressive strength of 35 N/mm2), manufactured using cement, graded coarse aggregate, , fine aggregates and synthetic rubber layer of 5mm thickness, of approved shape and size (typically 200 mm X 100 mm or equivalent) in approved colour with smooth antiskid finish having, water absorption not more than 6%, abrasion not more than 2% and high slip resistance and in accordance with the provision of IS 15658:2006, IS 10262: 2019, IS 456: 2000, IS 2308 (Pt-l to VIII) and IS 1199: 1959 and laid over 30 mm thick average sand bed , filling joints with fine sand, complete all as specified and directed. 109 Material and labour for construction and laying of kerb of size as directed directly on the road construction site with automatic kerb casting machine (kerb/divider making/laying machine), using M25 (Design Mix) grade cement concrete laid in position to the required line, level and curvature kerb stone cast continuous and making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) at a distance as directed, including making drainage opening wherever required, including necessary excavation/earth work and making good disturbed surface complete all as specified and as directed. 110 Material & Labour for providing and fixing stainless steel (grade X 02Cr19Ni1O, 304 S2, surface finish No. 4 as per IS 6911: 2017) gate made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and as directed. 111 Supply and fix punched tape concertina coil made out of cold drawn unalloyed steel wires of dia 2.6 mm having minimum tensile strength of 1670 N per sqmm as per IS 4454 (Part- 1): 2001 with hot dip galvanized as per practice recommended in IS: 2629 and the coatings shall conform to heavily coated hard variety as per table I of IS: 4826 (weight of Zinc coating 230 gram per sqm minimum) and steel strip of size 19 mm X 0.5 mm with hardness of 137 to 187 VPN and zinc coating of 18 to 20 microns, minimum 610 mm dia of coil when closed, (9 kg ± 5 %) weight of coil with 50 turns & 129 Nos clips (without handles and spikes) and minimum 580 mm dia when opened upto 6 metres, stretched to 6 metres for 50 turns during installations complete all as specified and as directed. 112 M & L for concealed point wiring for one light or one fan or one exhaust fan controlled by one switch complete with and including single core PVC insulated, unsheathed flexible conductor FR-LSH cables 2.5 sqmm as per IS 694: 2010, ISI marked, annealed, multistranded copper conductor drawn through & including medium mechanical stresses class PVC conduit as per IS 9537 (Part-III): 1983 of suitable nominal size as required at site dia but not less than 20 mm nominal size including modular/ non modular type, all accessories/ fittings/ junction boxes/ inspection cover etc. ISI marked and sunk terminal boxes flush galvanised metal boxes suitable for fixing with 2.5 sqmm copper conductor PVC insulated, unsheathed flexible multistranded copper conductor FR-LSH cable as continuous earth wire connected to metallic body at one end and common earth dolly to other end including cost of cutting chase and making good to disturbed surfaces of wall with cement mortar 1:3 including necessary plaster and pointing in cement mortar 1:3 with white wash/distemper/other paintings complete all as specified and as directed. (Note: Cost of cutting chase and making good shall be included in the quoted rate.) 113 M & L for point wiring for one 3 pin/ 5 pin/ 6 pin 5/15 Amps socket outlet on independent board complete with and including single core PVC insulated, unsheathed flexible conductor FR-LSH cables 2.5 sqmm as per IS 694: 2010, ISI marked, annealed, multistranded copper conductor drawn through & including medium mechanical stresses class PVC conduit as per IS 9537 (Part-III): 1983 of suitable nominal size as required at site dia but not less than 20 mm nominal size including modular/ non modular type, all accessories/ fittings/ junction boxes/ inspection cover etc. ISI marked and sunk terminal boxes flush galvanised metal boxes suitable for fixing with 2.5 sqmm copper conductor PVC insulated, unsheathed flexible multistranded copper conductor FR-LSH cable as continuous earth wire connected to metallic body at one end and common earth dolly to other end including cost of cutting chase and making good to disturbed surfaces of wall with cement mortar 1:3 including necessary plaster and pointing in cement mortar 1:3 with white wash/distemper/other paintings complete all as specified and as directed. (Note: Cost of cutting chase and making good shall be included in the quoted rate.) 114 M & L for concealed point wiring for one 3 pin/ 5 pin 5 Amps socket outlet on the same board complete with and including single core PVC insulated, unsheathed flexible conductor FR-LSH cables 2.5 sqmm as per IS 694: 2010, ISI marked, annealed, multistranded copper conductor drawn through & including medium mechanical stresses class PVC conduit as per IS 9537 (Part-III): 1983 of suitable nominal size as required at site dia but not less than 20 mm nominal size including modular/ non modular type, all accessories/ fittings/ junction boxes/ inspection cover etc. ISI marked and sunk terminal boxes flush galvanised metal boxes suitable for fixing with 2.5 sqmm copper conductor PVC insulated, unsheathed flexible multistranded copper conductor FR-LSH cable as continuous earth wire connected to metallic body at one end and common earth dolly to other end including cost of cutting chase and making good to disturbed surfaces of wall with cement mortar 1:3 including necessary plaster and pointing in cement mortar 1:3 with white wash/distemper/other paintings complete all as specified and as directed. (Note: Cost of cutting chase and making good shall be included in the quoted rate.) 115 M & L for concealed point wiring for one bell/ buzzer point controlled by one push button on the same board with other switches or on independent board complete with and including single core PVC insulated, unsheathed flexible conductor FR-LSH cables 2.5 sqmm as per IS 694: 2010, ISI marked, annealed, multistranded copper conductor drawn through & including medium mechanical stresses class PVC conduit as per IS 9537 (Part-III): 1983 of suitable nominal size as required at site dia but not less than 20 mm nominal size including modular/ non modular type, all accessories/ fittings/ junction boxes/ inspection cover etc. ISI marked and sunk terminal boxes flush galvanised metal boxes suitable for fixing with 2.5 sqmm copper conductor PVC insulated, unsheathed flexible multistranded copper conductor FR-LSH cable as continuous earth wire connected to metallic body at one end and common earth dolly to other end including cost of cutting chase and making good to disturbed surfaces of wall with cement mortar 1:3 including necessary plaster and pointing in cement mortar 1:3 with white wash/distemper/other paintings complete all as specified and as directed. (Note: Cost of cutting chase and making good shall be included in the quoted rate.) 116 M & L for concealed point wiring for one 3 pin/ 5 pin 15 Amps socket outlet on independent board complete with and including single core PVC insulated, unsheathed flexible conductor FR-LSH cables 4 sqmm as per IS 694: 2010, ISI marked, annealed, multistranded copper conductor drawn through & including medium mechanical stresses class PVC conduit as per IS 9537 (Part-III): 1983 of suitable nominal size as required at site dia but not less than 20 mm nominal size including modular/ non modular type, all accessories/ fittings/ junction boxes/ inspection cover etc. ISI marked and sunk terminal boxes flush galvanised metal boxes suitable for fixing with 4 sqmm copper conductor PVC insulated, unsheathed flexible multistranded copper conductor FR-LSH cable as continuous earth wire connected to metallic body at one end and common earth dolly to other end including cost of cutting chase and making good to disturbed surfaces of wall with cement mortar 1:3 including necessary plaster and pointing in cement mortar 1:3 with white wash/distemper/other paintings complete all as specified and as directed. (Note: Cost of cutting chase and making good shall be included in the quoted rate.) 117 S & F double door MCB Distribution board of sheet metal enclosure, single pole and neutral, 6 way with 100 Amps rated bus bar, 240 volt, IP42 protection grade and fixed with PVC plug and screws and grouted in wall with M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate complete all as specified and as directed. 118 S & F TPN distribution board 4 way vertical type double door made out of CRCA mild steel sheet surface with insulated material like polyester or with powder coating flush/surface mounting with copper busbar of suitable rating, with neutral bar and earth bar and cable tie for cable management, IP54 Protection and provision and including MCCB 4 pole upto 160 Amp,16KA as incomer and provision for MCBs as outgoing, dust and vermin proof complete as per IEC61439-3 complete all as specified and as directed. Note: MCBs for outgoing shall be measured and paid separately. 119 S & F blanking plate in DBs of MCB complete all as specified and as directed. 120 Supply and fix concealed sub main wiring complete with and including two Nos single core PVC insulated, unsheathed flexible conductor FR-LSH cables 6 sqmm as per IS 694: 2010, ISI marked, annealed, multistranded copper conductor drawn through and including medium mechanical stresses class PVC conduit as per IS 9537 (Part-III): 1983 of suitable nominal size as required at site dia but not less than 20 mm nominal size including all accessories and fixed on walls and 6 sqmm one No single core copper conductor PVC insulated, unsheathed flexible multistranded copper conductor FR-LSH cable for earthing and connected to common earth dolly including cost of cutting chase and making good to disturbed surfaces of wall with cement mortar 1:3 including necessary plaster and pointing in cement mortar 1:3 with white wash/distemper/other paintings complete all as specified and as directed. (Note 1- Two runs of 6 sqmm cable, one run of 6 sqmm cable and one run of conduit shall be measured and paid as one unit length. Note 2- Cost of cutting chase and making good shall be included in the quoted rate.) 121 Supply and fix concealed sub main wiring complete with and including four Nos single core PVC insulated, unsheathed flexible conductor FR-LSH cables 6 sqmm as per IS 694: 2010, ISI marked, annealed, multistranded copper conductor drawn through and including medium mechanical stresses class PVC conduit as per IS 9537 (Part-III): 1983 of suitable nominal size as required at site dia but not less than 20 mm nominal size including all accessories and fixed on walls and 6 sqmm two Nos single core copper conductor PVC insulated, unsheathed flexible multistranded copper conductor FR-LSH cable for earthing and connected to common earth dolly including cost of cutting chase and making good to disturbed surfaces of wall with cement mortar 1:3 including necessary plaster and pointing in cement mortar 1:3 with white wash/distemper/other paintings complete all as specified and as directed. (Note 1- Four runs of 6 sqmm cable, two runs of 6 sqmm cable and one run of conduit shall be measured and paid as one unit length. Note 2- Cost of cutting chase and making good shall be included in the quoted rate.) 122 Supply and fix concealed sub main wiring complete with and including four Nos single core PVC insulated, unsheathed flexible conductor FR-LSH cables 10 sqmm as per IS 694: 2010, ISI marked, annealed, multistranded copper conductor drawn through and including medium mechanical stresses class PVC conduit as per IS 9537 (Part-III): 1983 of suitable nominal size as required at site dia but not less than 20 mm nominal size including all accessories and fixed on walls and 10 sqmm two Nos single core copper conductor PVC insulated, unsheathed flexible multistranded copper conductor FR-LSH cable for earthing and connected to common earth dolly including cost of cutting chase and making good to disturbed surfaces of wall with cement mortar 1:3 including necessary plaster and pointing in cement mortar 1:3 with white wash/distemper/other paintings complete all as specified and as directed. (Note 1- Four runs of 10 sqmm cable, two runs of 10 sqmm cable and one run of conduit shall be measured and paid as one unit length. Note 2- Cost of cutting chase and making good shall be included in the quoted rate.) 123 S & F LED bulb, System Wattage: 9 Watt, Rated Voltage: 230 Volt, Frequency: 50 Hertz, Operating Voltage Range: 170 to 270 Volt, System Current (mA): < 46, Power Factor: ≥ 0.98, System Lumen Efficacy (lumens/watt or lumens): 100, Total Harmonic Distortion (THD): ≤ 30 %, Color Rendering Index (CRI): ≥ 80, Driver Efficiency: ≥ 85 %, Ingress Protection: IP20, Correlated Color Temperature (CCT) (As per ANSI): 6500⁰ Kelvin, Mounting/Holder Type/Base cap: B22d, System Protections: Open & Short circuit protection, reverse polarity protection, surge protection of 2.5KV internal, Certification Standards: LM80, Conformity to Indian Standard: IS:16102 part I and Part II latest complete all as specified and as directed. 124 S & F LED bulb, System Wattage: 0.5 Watt, Rated Voltage: 230 Volt, Frequency: 50 Hertz, Operating Voltage Range: 170 to 270 Volt, System Current (mA): < 46, Power Factor: ≥ 0.98, System Lumen Efficacy (lumens/watt or lumens): 100, Total Harmonic Distortion (THD): ≤ 30 %, Color Rendering Index (CRI): ≥ 80, Driver Efficiency: ≥ 85 %, Ingress Protection: IP20, Correlated Color Temperature (CCT) (As per ANSI): 6500⁰ Kelvin, Mounting/Holder Type/Base cap: B22d, System Protections: Open & Short circuit protection, reverse polarity protection, surge protection of 2.5KV internal, Certification Standards: LM80, Conformity to Indian Standard: IS:16102 part I and Part II latest complete all as specified and as directed. 125 Supply, fixing and testing LED batten with battery/Invertor, LED Rating (in Watts)/System Wattage/Rated Power: 20 Watt, Rated Voltage & Frequency: 230V, 50Hz, Luminaire System Efficacy (Lumen/watt): 100, Operating Voltage Range: 140-280V, Power Factor: ≥0.95, Total Harmonic Distortion: ≤30%, Colour Rendering Index(CRI): ≥80, Colour Temperature: 5000⁰-6500⁰ Kelvin, Driver Efficiency: ≥85%, Emergency Time: 3 hour, Ingress Protection: IP-20, Type of Control Gears: Electronic, Working life for LED (as per LM-80 and LM 21 reports): ≥50000 hours, Housing Material: Aluminium Extruded, Front Cover Material: Polycarbonate, Surge Protection of 3.0 kV Internal: Yes, Open & Short Circuit Protection: Yes, Reverse Polarity Protection: Yes, Battery Type: Li-Ion, Battery Backup (in Hours): 3, Emergency Light Output (Lumen %): 50, including connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and as directed. 126 Supplying, installing, testing and commission of commercial kitchen stainless steel exhaust, chimney/ hood system having the following components: - (a) Commercial kitchen stainless steel hood (6 feet long/ 2.8 feet wide) of stainless steel 304 grade, double filter absorber type, rust free grade steel, inbuilt with automatic sensor as per OEM specifications. (b) Automatic mode changer (drift air), turbo force 5 HP motor with bird screen for protection against bird and foreign materials, rust free body and plates, automatic shutter function complete metal body (c) Double coated high grade ducting material 40 feet long, high quality material as per OEM specifications Note: The contractor shall design the ducting portion as per the drawings and room capacity of kitchen portion of the drawings and calculate the requirement of ducting and submit the design to the GE for approval. The quoted rate shall be inclusive of all these aspects. 127 S & F 15 mm nominal size, nonrising spindle type fancy angle stop valves, two ways in double control with wall flange, made of cast brass including knob, knob components, divertor & components, nickel-chromium plated finish complete all as specified and as directed. 128 S & F single lever concealed divertor including bath spout and shower complete all as specified and as directed. 129 S & F 15 mm wash basin mixture, centre hole, mixing hot & cold water, fancy type, cast copper alloy, chromium plated with capstan head, chromium plated, screwed down high pressure, screwed for iron pipe etc and fixed in repairs complete all as specified and directed by engineer in charge. Make : Jaquar Cat No: 5001B or equivalent as approved by the GE. 130 S & F health faucet with jet spray, 1.5 metre long, cast copper alloy, nickel chromium plated finish, 15 mm bore, 100 mm long with 1.5 metre long stainless steel shower hose and mounting device attached to wall complete all as specified and as directed. 131 Supply, installation, testing & Commissioning of Mechanical type incinerator electrically operated, made of galvanised iron of capacity 50 Kg/hour suitable for burning including shredder complete all as specified and as directed. 132 S & F factory made rubber coated cement concrete paver block 80 mm thick (M40 grade with minimum compressive strength of 35 N/mm2), manufactured using cement, graded coarse aggregate, , fine aggregates and synthetic rubber layer of 5mm thickness, of approved shape and size (typically 200 mm X 100 mm or equivalent) in approved colour with smooth antiskid finish having, water absorption not more than 6%, abrasion not more than 2% and high slip resistance and in accordance with the provision of IS 15658:2006, IS 10262: 2019, IS 456: 2000, IS 2308 (Pt-l to VIII) and IS 1199: 1959 and laid over 30 mm thick average sand bed , filling joints with fine sand, complete all as specified and directed. 133 S & F glass mosaic tiles , thickness 4 to 5 mm on floor and on vertical surfaces with Type 3 adhesive as per IS 15477: 2019, in a bed of an adhesive average thickness not less than 6 mm and not exceeding average 12 mm in final bed thickness complete all as specified and as directed. 134 Supplying, installing, testing and commissioning outdoor type compact substation (CSS), factory assembled (non walk type) having 11 kV, 630 Amps, internal arc fault for 20KA for 1 sec as per IEC 61330/62271-200 and comprising as under: - (A) MV COMPARTMENT: 11 KV, 630A, 25KA/3 Sec indoor type non-extensible, SF6 gas insulated Ring Main unit with sealed pressure system criterion in accordance with the IEC: 60298,62271 - 202.IAC category IAC-AFL. The Switchgear includes the following HV cubicles The indoor non -extensible SF6 insulated RMU fully motorised consist of 1No. Vaccum Circuit Breaker with Riser (ICOG type) with self-powered relay for protection of transformer (a) Rated voltage should be - 12 kV (b) Rated power frequenecy voltage - 28 kV (c) Rated lightening withstand voltage - 75 kV (d) Rated current for Ring main feeder - 630 amps (e) Rated current for LBS feeder - 630 amps (f) Rated short time current - 25 kA / 3 sec (g) Rated short time making current -50 kA (h) Ambient temperature (0 deg C to + 50 deg C) (i) Rated internal arc rating - 20 KA for 1 sec for tank and cable box category IAC-AFLR (j) RMU shall be provided with protection CTs rated for 30 / 1amps, class - 10P10 accuracy , 2.5 VA burdan for circuit breaker (k) The feeder shall be self-powered/powered by external source and shall be provided with OC+EF protection for transformer and shall have serial port for communication on modbus protocol. (l) Dead short Circuit life of VI - 40 No 135 Srl Item No 15.053 Continued......(B) TRANSFORMER COMPARTMENT: Supplying, installing, connecting, testing & commissioning mineral oil immersed, natural air-cooled, outdoor type, double wound (copper) distribution transformer, three phase, 250 kVA rating, non-sealed type, 50 Hz rated frequency, 11 kV high voltage and 415 V low voltage nominal system voltage, minimum 75 kVp basic insulation level, 11000 V/ 433-250 V no-load voltage ratio, connection (vector) symbol Dyn11, 30⁰ positive phase displacement, off circuit tap changing arrangement for voltage variations of +5% to -10% in steps of 2.5% for variation of HV, minimum energy efficiency level 2 (Star 2 as per the notification issued by the Central Government, in consultation with the Bureau of Energy Efficiency and including all the amendments issued up-to-date), 4.5% impedance, ONAN type cooling all as per IS-1180 (Part 1): 2014 including amendment upto and including amendment No. 4 dated 04 Mar 2021 complete with all fittings, accessories and item as specified and as directed. Note: - The energy efficiency level higher than the minimum energy efficiency level as specified here shall be provided without any extra cost in case the transformer of minimum energy efficiency level is not available. (C) LV COMPARTMENT: The LV compartment with Degree of protection-IP54 designed for a 50-degree C ambient temperature. The panel is modular, dead front, freestanding, floor mounted and comprises the following equipment : - (a) 1000 Amps, 50kA withstand fault level capacity rated copper bus bar fully insulated with class F materials and nuts, bolts, washers for connection (b) Air Circuit Breaker (ACB) of rated current 630 A, Rated operational voltage 415 V, Rated insulation voltage 1000 V, 4 Pole, 50 Hz AC supply, Rated ultimate short circuit breaking capacity 50 kA, Rated service short circuit breaking capacity 50 kA, Rated short time withstand capacity 50 kA for 1 second, Rated making capacity 105 kA, Rated impulse withstand voltage of main circuit 8 kV, typical opening time 40 ms, typical closing time 60 ms, thermal magnetic release, manual draw out, overload protection, short circuit protection, earth fault protection (Incomer) (c) Outgoing – (i) 320A, 4P, Thermal Magnetic MCCB-Double Make & Double break type, Ics=25kA - 1 No, (ii) 160A,4P, Thermal Magnetic MCCB-Double Make & Double break type, Ics-=25kA - 1 No, (iii) MCB TPN, 32 Amp, 10 kA- 01 (iv) MCB SPN, 10 kA, 6 to 32 Amos – 4 Nos 136 Srl Item No 15.053 Continued......(d) APFC Panel: Designing, manufacturing, supplying, fixing, erecting, testing and commissioning LT APFC panel with capacitor bank, conforming to IS 16636: 2017, 100 kVAR, outdoor installations, rated system voltage of the panel 440 V ± 10%, rated frequency 50 Hz, 3 phase, 4 wire, delta connected, rated impulse withstand voltage 8 kV, free standing, pedestal mounted, made of cold rolled close annealed sheet of minimum 2 mm thick for the load bearing structure and minimum 1.6 mm thick for door and partition, 50⁰C ambient temperature, IP 54 Ingress Protection, 500 Amp rated copper busbar, metallized polypropylene (MPP) dielectric type, resin filled box type, self-healing type, shunt capacitor as per IS 13340: 2012, switching configuration: 50 kVAR X 1 No + 25 kVAR X 1 No + 10 kVAR X 2 Nos + 5 kVAR X 1 No (total five steps), suitable protection in line with IEC and IS for overheating, over current, earth fault, over voltage, short circuit, thermal overload and over pressure, suitable size power and control cable as per Indian Standards, powder coated in grey colour, including microprocessor based automatic power factor correction controller with human machine interface, cooling fans, capacitor duty contactors, 7% detuned reactors, two earth terminals in the panel and as per the details mentioned below complete all as specified and as directed. and shall be including the followings: - (I) INCOMING: (i) MCCB rated current(In): 250A, ultimate short circuit breaking capacity (Icu): 50 kA, service short-circuit breaking capacity (Ics): 100% of Icu, impulse withstand voltage (Uimp): 8 kV, insulation voltage (Ui): 690 V, utilization category: A, pollution degree 3, degree of protection: IP40, adjustable thermal (80% to 100%) and adjustable magnetic (5-10 times) setting, four pole, suitable for 415 V, 50 Hz AC supply – 1 No (ii) Microprocessor based automatic power factor correction controller (minimum 5 steps)- 1 No (iii) Cooling Fans to be provided for forced cooling (II) OUTGOING: (a) (i) 5 kVAR MPP dielectric type, resin filled box type, self-healing type, shunt capacitor- 1 No 137 Srl Item No 15.053 Continued......(ii) MCCB rated current(In): 15A, ultimate short circuit breaking capacity (Icu): 36 kA, service short-circuit breaking capacity (Ics): 100% of Icu, impulse withstand voltage (Uimp): 8 kV, insulation voltage (Ui): 690 V, utilization category: A, pollution degree 3, degree of protection: IP40, adjustable thermal (80% to 100%) and adjustable magnetic (5-10 times) setting, three pole, suitable for 415 V, 50 Hz AC supply – 1 No (iii) 5 kVAR capacitor duty contactors – 1 No (iv) ON indication lamp – 1 No (v) 230 V AC ON, OFF push button with 2NO + 2 NC – 2 Nos (vi) 5 kVAR 7% detuned reactor copper wound – 1 No (b) (i) 10 kVAR MPP dielectric type, resin filled box type, self-healing type, shunt capacitor- 2 Nos (ii) MCCB rated current(In): 20 A, ultimate short circuit breaking capacity (Icu): 36 kA, service short-circuit breaking capacity (Ics): 100% of Icu, impulse withstand voltage (Uimp): 8 kV, insulation voltage (Ui): 690 V, utilization category: A, pollution degree 3, degree of protection: IP40, adjustable thermal (80% to 100%) and adjustable magnetic (5-10 times) setting, three pole, suitable for 415 V, 50 Hz AC supply – 2 Nos (iii) 10 kVAR capacitor duty contactors – 2 Nos (iv) ON indication lamp – 2 Nos (v) 230 V AC ON, OFF push button with 2NO + 2 NC – 4 Nos (vi) 10 kVAR 7% detuned reactor copper wound – 2 Nos (c) (i) 25 kVAR MPP dielectric type, resin filled box type, self-healing type, shunt capacitor- 1 No (ii) MCCB rated current(In): 50 A, ultimate short circuit breaking capacity (Icu): 36 kA, service short-circuit breaking capacity (Ics): 100% of Icu, impulse withstand voltage (Uimp): 8 kV, insulation voltage (Ui): 690 V, utilization category: A, pollution degree 3, degree of protection: IP40, adjustable thermal (80% to 100%) and adjustable magnetic (5-10 times) setting, three pole, suitable for 415 V, 50 Hz AC supply – 1 No (iii) 25 kVAR capacitor duty contactors – 1 No 138 Srl Item No 15.053 Continued......(iv) ON indication lamp – 1 No (v) 230 V AC ON, OFF push button with 2NO + 2 NC – 2 Nos (vi) 25 kVAR 7% detuned reactor copper wound – 1 No (d) (i) 50 kVAR MPP dielectric type, resin filled box type, self-healing type, shunt capacitor- 1 No (ii) MCCB rated current(In): 100 A, ultimate short circuit breaking capacity (Icu): 36 kA, service short-circuit breaking capacity (Ics): 100% of Icu, impulse withstand voltage (Uimp): 8 kV, insulation voltage (Ui): 690 V, utilization category: A, pollution degree 3, degree of protection: IP40, adjustable thermal (80% to 100%) and adjustable magnetic (5-10 times) setting, three pole, suitable for 415 V, 50 Hz AC supply – 1 No (iii) 50 kVAR capacitor duty contactors – 1 No (iv) ON indication lamp – 1 No (v) 230 V AC ON, OFF push button with 2NO + 2 NC – 2 No (vi) 50 kVAR 7% detuned reactor copper wound – 1 No Note: (a) The kVAR rating of capacitor mentioned is for rated voltage of 440 V. However, the capacitor shall be provided for rated voltage of 480 V by enhancing the kVAR rating suitably. 139 Srl Item No 15.053 Continued......Outdoor Enclosure:- The enclosure shall be made of 2.0 mm thickness Galvanized Sheet Steel tropicalized to meet Indian weather conditions including all the partition sheets & doors. The base of the enclosure shall be of 4.0 mm thickness Hot Dip Galvanized Sheet Steel to ensure rigidity for easy transport & installation. The entire Package Substation shall be Factory Assemble & Factory Fitted. The enclosure shall have IP54 degree of protection for HT & LT switchgear compartment IP34 degree of protection for Transformer compartment. The Enclosure to be tested for Internal Arc fault test to the tune of at least 20 kA for 1 second adhering to as per latest IEC 62271-202.The temperature rise test on enclosure for K10 class. The enclosure exterior shall be powder courted. Only OEM make of CSS is acceptable. The compartment illumination lamp with door operated switch shall be provided for MV & LV compartment. The enclosure, RMU and LV Breaker should be of same make for better co-ordination and Note:- Platform to be made as OEM recommendation is including in this quoted rate. (D) ACCESSORIES: (a) Multifunctional meter digital type of adequate capacity showing voltage, current, frequency, power factor, Kilo watt, Kilo watt hour with inbuilt selector switch with current transformer coils for three phase: - 1 No (b) LED indicating lamps (c) Danger Notice Plates for HT & LT 140 S & F telephone socket outlet including metal box complete all as specified and as directed. 141 S & F 1 pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/ recessed steel/ PVC conduit complete all as specified and as directed. 142 S & F television antenna socket outlet including metal box complete all as specified and as directed. 143 S & F co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit complete all as specified and as directed. 144 M & L for construction of new valve pit/chamber of size 900 mm (Length) X 900 mm (Breadth) X 900 mm (depth) including necessary earth work in any type of soil, PCC foundation M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate as in base concrete, brick work with sub class B bricks, non-modular sizes as per IS 1077: 1992, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6, cement plaster 20 mm thick internally in two coats of (15 mm and 5 mm) in cement mortar 1:4, 3 mm thick mild steel sheet of any grade and designation as per IS 513: 2008 and IS 10748: 2004 welded with angle iron (40 mm X 40 mm X 6 mm) frame of structural steel, frame welded with angle iron (50 mm X 50 mm X 6 mm) frame of structural steel, welded to flat iron of size 150 mm X 50 mm X 6 mm of structural steel, fixed with bolt of 16 mm dia anchored with plate of size 100 mm X 100 mm X 3 mm of structural steel, bolt and anchored plate embedded in 250 mm thick PCC coping in M15(Nominal Mix) using 20 mm nominal size graded crushed stone aggregate, mild steel handle, grade E165 as per IS 15911: 2010 for structural steel with necessary, welding, riveting, bolting including painting exposed steel surfaces with two coats of bituminous paint and embedded surfaces of steel with two coats of tar, finishing exposed faces of concrete surfaces and plaster surfaces with three coats of white wash and all as per drawing No. BTD-811 Sheet Nos 1/2 and 2/2 of HQ CE Bathinda Zone complete all as specified and as directed. 145 M & L for concealed point wiring for one light or one fan or one exhaust fan controlled by one switch complete with and including single core PVC insulated, unsheathed flexible conductor FR-LSH cables 2.5 sqmm as per IS 694: 2010, ISI marked, annealed, multistranded copper conductor drawn through & including medium protection stove enamelling rigid steel conduit as per IS 9537 (Part-II): 1981 of suitable nominal size as required at site dia but not less than 20 mm nominal size including modular/ non modular type, all accessories/ fittings/ junction boxes/ inspection cover etc. ISI marked and sunk terminal boxes flush galvanised metal boxes suitable for fixing with 2.5 sqmm copper conductor PVC insulated, unsheathed flexible multistranded copper conductor FR-LSH cable as continuous earth wire connected to metallic body at one end and common earth dolly to other end including cost of cutting chase and making good to disturbed surfaces of wall with cement mortar 1:3 including necessary plaster and pointing in cement mortar 1:3 with white wash/distemper/other paintings complete all as specified and as directed. (Note: Cost of cutting chase and making good shall be included in the quoted rate.) 146 Supplying, laying, installing, testing and commissioning cable laying protection U shape tray of size 100 mm height and 300 mm width, made out of hot dip galvanised iron sheet of 2 mm thick including fixing accessories like cross over, bolt in partition, snap in position, supporting corner, horizontal bend, low elbow, rising elbow, T-piece, tray cover, edge protection, full threaded rod, slotted U channel, round head square neck bolt, flange nut, hinged joiner, screws, fastener, hook, nut, bolt, washer etc. complete all as specified and as directed. 147 Supply, installing, commissioning and testing of washing machine with washer extractor of capacity 60 kg (dry weight per washing cycle) front loading electrically driven including water connection from PVC tank to washing machine as per requirement and drain out pipe from machine to drain complete all as specified and as directed and comprising of following specifications/ accessories/capacity/size and material shall be as per OEM/Manufacturer recommendations: - (i) Industrial washer extractor. (ii)Outer drum/ Inner basket/ outer basket made out of high grade stainless steel sheet of SS304 grade with perforation. (iii) Front loading and unloading open pocket. (iv) Forward and reverse basket rotation. (v) 01 No Heavy duty high spin single phase motor, variable frequency drive type of suitable capacity and 01 Nos driver motor three phase 415 volts variable frequency drive type of suitable capacity. (vi) Suspension with shock absorber and springs. (vii) Fully programmable microprocessor and auto balance while extraction. (viii) Manual dosage of powder detergent. (ix) Door limits electric inter locking and emergency stop for safety and trouble free and operation both manual and auto lock. (x) Aluminium casted pulley and belt. (xi)Main body of full stainless steel 304 grade. (xii)Heater of suitable KW. (xiii) PCC foundation as required shall be as per manufacturers recommendation NOTE: - (a) Contractor shall submit necessary company test certificate and purchase voucher and warranty cards as per recommendation by vender. (b) Testing and commissioning shall be carried out by authorized rep of the firm/company for which no extra payment shall be made. 148 Supply, installing, commissioning and testing of drying tumbler electrically heated suitable for washing machine as per above item having loading capacity of 60 kg per charge Fin type Electric Heater of 48 Kw made out of SS pipe, front loading type, Auto Timed, Auto reveres, Microprocessor controlled with electric motor and electric panel complete. Fully die pressed door, inner basket stainless steel basket of min 503 litre volume, outer body mild steel sheet insulated with glass wool complete all as specified and directed. Note: - (a) The Contractor shall submit necessary company test certificate and purchase voucher and warranty cards as per recommended by vender. (b) Testing and commissioning shall be carried out by authorized rep of the firm/ company for which no extra payment shall be made. 149 S & F stainless steel (SS-304 grade) air grills for air swing and wider coverage complete all as specified and as directed.
Contract Date: Mar 05, 2026 Contract Value : ₹ 14.47 Crore
Statutory Bodies & Commissions/Committees No of Bidders 7
Rajasthan View Result →
Rajasthan View Result →
25.
Heavy Industries and Public Enterprises #9703301 AOC
Bids Are invited for Weed Cutter , Wheel Barrow - Wheel Barrow With Long Radial Type , Chain Saw - Chain Saw Small Size , Back Pack Sprayer - Battery Operated Sprayer , Angle Grinder , Weighing Balance - Weighing Balance 10Kg , Multi Hook Pole - Multihook Pole , Plastic Bucket 1 - Plastic Buckets 10Ltr , Plastic Bucket 2 - Plastic Buckets 5Ltr , Aluminium Pot - Aluminium Pot 10Ltr , Aluminium Dish , Plastic Can 1 - Plastic Can 35Ltr , Plastic Can 2 - Plastic Can 25Ltr , Plasti Drum - Plasti Drum 200Ltr , Garden Hose - Garden Hose 300Mtr , Pruning Saw - Pruning Saw Or Hand Saw , Screw Driver Kit , Paint - Paint Terracota , Hand Sprayer - Hand Sprayer 10Ltr , Hand Sprayer - Hand Sprayer 5Ltr Total Quantity : 114
Contract Date: Ref. Documents Contract Value : ₹ 1.92 Lakh
Boards / Undertakings / PSU No of Bidders 2
Kerala View Result →
26.
Heavy Industries and Public Enterprises #9620340 AOC
Tender For D/O Park 5 & 8 Sector 32 With Two Years Maintenance Yeida. - Clearing grass and removal of the rubbish up to a distance of 50 m out side the periphery of the area cleared. 2 Ploughing the existing ground to a depth of 15cm to 25cm and watering the same . 3 Rough dressing the trenched ground including breaking clods. 4 Uprooting weeds from the trenched area after 10 to 15days of its foolding with water including disposal of uprooted vegetation. 5 Fine dressing of the ground. 6 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ration of 2:1 by volume ( part of stacked volume of earth afte reduction by 20% : 1 part of stacked volume of manure after reduction by 8% ) follding with water dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) 7 Holes 60cm dia, and 60cm deep 8 Holes 45cm dia and 45cm deep 9 Supplying of chlorpyriphos 20% E.C/ Lindane 20% E.C for anti termite treatment of plants @ 2ml./plant and in the interval 1 month up to one year i.e, 12 times in a year hence it comes 24ml/plant or 0.024ltr/plant. 10 Supply and stacking of well decayed cattle manure at site including roylty and carriagge up to 5km lead complete. ( Cattle manure measured in stacks will reduced by 8% for payment) 11 Spreading sludge dump manure and/ or good earth in required thickness as per direction of officer in charge ( cost of sludge, dump manure and/ or directed by the officer in charge. 12 Mixing earth and sludge or manure in the required proportion specified or directed by the officer in charge. 13 Supply and stacking of selection No. 1/doob grass at site fresh & free from weeds having proper roots in green including loading, unloading carriage and all taxes paid etc. and as per direction of officer in charge. 14 Grassing with selection No. 1/ Doob grasss including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed ( the grass and good earth shal be paid for separately). 15 Preparation of beds for hedging and shurbbery by excavation 60 cm deep and trenching the excavated base to a further depth of 30cm, fefilling the excavated earth after breaking clods and mixing with sludge or mnaure in the ratio of 8:1 (part of stacked volume of earth after reductin by 20% : one part of stacked volume of sludge or manure after reduction by 8% ), flooding with water, filling with earth if necessary watering ad finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as derected within a lead of 50m lift up to 1.5m complete (cost of sludge, manure or extra a lead of 50m, lift up to 1.5m complete (cost of sludge, manure or extra earth to be paid for separately) 16 Providing and stacking of Putranjiva roxburghii of ht. 45.60 cm in bag of size 20 cm as per direction of the officer-in-charge with Plantation of trees, shrubs, and hedge at site i/c watering and removal of unserveiceable materials as per direction of officer in charge ( excluding cast of plant & water) 17 Supply of Gypsm well packed at site in bags. 18 Supply of DAP at site in printed plasic bags. (market rate.) 19 Supply & planting of plants common varieties as required by engineering incharge in 5 kg poly bags or Earthen pots ( Not below than 8-10 ) well branched and fully foliage branching dia 0.75 to 1.00mtr. Free from disease at site i/c stacking with bamboos(Pulmeria Alba, Champa, largestonia, neem, or as direction by E/I etc. 20 Supply & planting of shrubs plants height 2-2.5 feet as required by engineering incharge in 6x8 polythene bags or earthen pot fully foliage and well branched free from disease. Shrubs ( Calendra, ticoma, chandni or as direction by E/I Etc.) 21 Earth work in excavation by mechanical means (Hydraulic excavator) manual means in foundation trenches or drains ( not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m 2.8.1 all kinds of soil 22 Providing laying, jointing and testing of PVC(Finolex make ring fit) of following dia 6kh/cm2 including all specials & fittings etc. as required for proper completion of work (The contractor has to arrange the source of water and require head for testing). (Ar/YEIDA). 23 Providing and fixing of hydrant with gate valve and all the fittings etc. complete. 32mm dia 24 Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hergs, edge, flower beds, foliages, creepers etc. including hoeing, weeding, purning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers ( whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office in charge ( cost of Good Earth, manure , fertilizer, insecticide pesticide will be provided by the department & lawn mover and brush cutter with fuel and other T & P material / articles shall be provided by the contractor.) and as per direction of officer in charge. 25 Play grounds/Public parks ( Mali for 2.00Acre.) 26 Boring of tubewell with: Supplying assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818 , including required hire and labour charges, fittings & accessories etc. all complete for all depths, as per direction of Engineer in charge. 27 Providing profuse watering arrangement for lawn/Park at site to make avialable for irrigation i.e. Diesel engien & oil etc, RH Pipe/ Canvas pip & other T&P etc. in the proces of watering submerisible pump & accessories as per direction of officer in charge of work.
Contract Date: Dec 23, 2025 Contract Value : ₹ 75.83 Lakh
Government Departments No of Bidders 5
Uttar Pradesh View Result →
27.
Public Administrative Department #9509188 Technical Bid
Tender For Beautification Work Of Boundary Wall Etc. Of Rifa-E-Aam Club Premises Located At Wazirganj - Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge., All kinds of soil 2 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 3 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. 4 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). 5 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 6 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required., In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 7 Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level 8 Centering and shuttering including strutting, propping etc. and removal of form work for :, Foundations, footings, bases for columns. 9 Centering and shuttering including strutting, propping etc. and removal of form work for :, Columns, piers, abutments, pillars, posts and struts. 10 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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 11 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 sizederived from natural sources). 12 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :, 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) 13 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 1:4 (1 cement : 4 coarse sand) 14 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) 15 12 mm cement plaster of mix :, 1:4 (1 cement: 4 coarse sand) 16 Extra for plastering done on moulding cornices or architraves including neat finish to line and level:, In one coat 17 Finishing walls with textured exterior paint of required shade :, New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @2.20kg/10 sqm. 18 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :, Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture 19 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. 20 Extra for lining out plaster to imitate stone or concrete blocks walling. 21 Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 22 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required., 25 mm 23 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. 24 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- olling the sub grade and disposal of surplus earthwith lead upto 50 metres. 25 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note: Cement content considered in M-30 is @ 340Kg/Cum. Excess/Less cement used as per design mix is payable, recoverable separately., Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer. 26 Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification)., 25mm thick. 27 Supply of submersible pump of make KSB / Crompton / kirloskar 7.5 HP with control panel, support wire etc. 28 Providing and stacking of Plumeria alba of height 300cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 29 Providing and Displaying Bougainvillea multicolor minimum 3-5 colors etc. well developed with fresh & healthy bushy in full bloom 120 to 150 cm ht. in 21 inch Plastic Pot/Big Size Bag with wired structure for support as per direction of the officer-in-charge. 30 Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, edge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide, lawn mover and brush cutter with fuel & other T & P material/ articles shall be provided by the department.)Play grounds / Public parks.(1Mali for 2.00Acre). 31 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. 32 External W/S arrangements with T.W. boring of 150 mm dia with 110 mm dia PVC pipe assembly 2.00 HP submersible pump including supply of all accessories starter panel etc & pipe arrangements etc 33 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 34 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 35 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :, Play grounds / Public parks (1Mali for 2.00Acre). 36 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water), Trees Plant 37 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately), Holes 45 cm dia, and 45 cm deep. 38 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 39 Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment). 40 Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).In rows 5 cm apart in both directions 41 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 ( 1cement : 5 coarse sand) with joints finished flush., White sand stone
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 4
Uttar Pradesh View Result →
28.
Public Administrative Department #9503942 Technical Bid
Tender For Remaining Construction/Development Work Of The Library On Nazul Land Behind The Clock Tower | Part B - Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge., All kinds of soil 2 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). 4 Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete., 1:1½:3 (1 Cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 5 Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level 6 Centering and shuttering including strutting, propping etc. and removal of form for :, Arches, domes, vaults up to 6 m span 7 Centering and shuttering including strutting, propping etc. and removal of form for :, Foundations, footings, bases of columns, etc. for mass concrete 8 Providing and laying autoclaved aerated Concrete (AAC) blocks masonry with 100mm / 125 mm thick with Grade 1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. 9 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum 10 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, All works above plinth level upto floor V level, Concrete of M25 grade with minimum cement content of 330 kg /cum 11 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) 12 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in wallswherever required. 13 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 14 Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat 10x5 mm 10cm long forked at end 60cm apart (minimum three lugs to be provided) including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete. 15 Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deepcomplete in cement mortar 1:6 (1 cement : 6 coarse sand)., Above plinth level upto floor V level. 16 12 mm cement plaster of mix :, 1:4 (1 cement: 4 fine sand) 17 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. 18 Toughened glass 12 mm thickness DSR 8778 19 Stainless steel wire guage (Grade-304) aperture 1.4 mm and 0.50mm dia wire DSR 8737 20 Supply of Totally enclosed exhaust fan, 300mm sweep continously rated highly efficient heavy-dutymotor similar to Crompton Cat. Ref. Trans Air 12 or equivalent./MR (RA-2) 21 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete., Fixed to openings /wooden frames with rawl plugs screws etc. 22 Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod pf approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS:16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for: (i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3 (ii) Sites with structure height more than 20m for all wind speeds., Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body., Two track four panels sliding windows with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on three panels along with multi-point locking system, nylon rollers with SS 304 body., Two and half track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body., Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body., Using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash (30mm & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system, (Height upto 1.8m). 23 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required., Group A 24 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required., 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 25 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required., 2 X 2.5 sq. mm + 1X2.5 sq. mm earth wire 26 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required., 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 27 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required., 2 X 16 sq. mm + 1 X 6 sq. mm earth wire 28 Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). 29 Supplying & fixing suitable size Gl box with modular plate and cover in fronton surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required. 30 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required., 5/6 A switch 31 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required., 2 way 5/6 A switch 32 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required., Bell push 33 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 1 or 2 Module (75mmX75mm) 34 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 3 Module (100mmX75mm) 35 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 4 Module (125mmX75mm) 36 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 6 Module (200mmX75mm) 37 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 8 Module (125mmX125mm) 38 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 12 Module (200mmX150mm) 39 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required., 20 mm 40 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required., 32 mm 41 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 42 Installation .Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing up to two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 43 Supplying and fixing call bell/ buzzer suitable for single phase, V, complete as required. 44 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 45 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/lsolator), 4 way (4 + 12), Double door 46 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/lsolator), 16 way, Double door 47 Supplying and fixing following rating, double pole, the existing MCB DB complete with connections, testing and commissioning etc. as required., 40 A 48 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required., 40 A 49 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required., Single pole 50 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 51 Earthing with G.l. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 52 Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. (but without charcoal/ coke and salt) as required. 53 Supplying and laying 25 mm X 5 mm G.l. strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.l. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.l. nut bolt & spring washer spaced at 50mm) 54 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 55 HIGH MAST SHAFT Supply & fixing of 12.5 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 310 mm base plate 25 mm thick suitable for wind 56 FLOOD LIGHT LUMINAIRES Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 140 to 150 Watt. Confirming to IP 66 protection complete in all respect., CAT-AA 57 Supply & erection of overhead line with G.I. wire no. 8 to 4 SWG on poles/serivce bracket including binding etc. complete in all respect. 58 Wiring of Submains with Aluminium cable using existing steel conduit, S/W of submain with two Nos. of 2.5 Sq.mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in existing conduit complete with supply of all material Labour and T&P required for proper completion of the work as directed at site by Engineer In Charge. 59 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., 10 sq. mm 4 core 60 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., 16 sq. mm 4 core 61 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., 35 sq. mm 3-1/2 core 62 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., 70 sq. mm 3-1/2 core 63 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge., 10 sq. mm 64 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge., 25 sq. mm 65 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge., 50 sq. mm 66 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge., 16 sq. mm 67 S&F of 0.5 Amp to 5 Amp. SP MCB (10KA) C Curve, CAT A 68 S&F of 0.5 Amp to 5 Amp. SP MCB (10KA) C Curve, CAT B 69 ENCAPSULATED PIPE - IN- PIPE EARTHING Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I . strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. 70 Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter, instrument fuses, current transormer etc. The board shall have suitable capacity electroytic alumininum busbars as per IS8623 istulate with heat shrink sleeving and mountend on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compression glands and indicating lamp on incoming etc. The job includes the grounting of the board as per direction of Engineer-in-Charge. All coutgoing switches of 100 Amp. and above will be provided with ampere metre current transformers and selector switches and instrument fuses etc. The switches board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A B & B-II and pedestal type for Cat-B and C only. (Incoming - 200 Amp TPN 1 No.), Outgoing -100 Amp. TNP-2 Nos., Cat. B. Cubicle Type 71 Rooftop solar power plant 72 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. 73 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour:, New work (two or more coats) over and including Water thinnable priming coat with cement primer having VOC content less than 50 gram/litre. 74 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 75 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 direction of Engineer - in- charge. 76 Supply & Fixing of 7.5 HP KSB make 8 Stage pump set complete in all respect (PSR) 77 Supply and fixing of horizontal open well monosub pump in 3 hp make crompton 78 S/F of 2.5 sq mm 3 core pvc insulated pvc shethed flate submersible cable with bare bunched copper conductor for submersible pump moter with 1100 volt grade ISI marked all complite as per direction of EЛc. QRate 79 Engagement of Electrician/Plumber Chapter- 02A Labour Rate. SI No. 48 (Rate Rs. 400.00+10%C.P.= 440.00 80 Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturers specifications & direction of Engineer in-Charge., 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. 81 Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. 82 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete., 10 litre capacity - White 83 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:, White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 84 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete., Semi rigid pipe, 32 mm dia 85 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 86 Providing and fixing toilet paper holder :, C.P. brass 87 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, 40 mm nominal outer dia. Pipes. 88 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, 50 mm nominal outer dia. Pipes. 89 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc., 15 mm nominal outer dia .Pipes. 90 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc., 20 mm nominal outer dia .Pipes. 91 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc., 25 mm nominal outer dia .Pipes. 92 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc., 32 mm nominal outer dia .Pipes. 93 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :, 50 mm nominal bore 94 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :, 40 mm nominal bore 95 Providing and fixing uplasticised PVC connection pipe with brass unions :, 45 cm length, 15 mm nominal bore 96 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931:, 15 mm nominal bore. 97 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms., 15 mm nominal bore. 98 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931., 15 mm nominal bore. 99 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 :, 15mm nominal bore 100 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in reinforced cement concrete slab 1:1.5:3 mix (1 cement 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :, With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 101 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:, 150 x 100 mm size P type., With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 102 Providing and fixing PTMT Bottle Trap for Wash basin and sink., Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 103 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. 104 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. 105 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threadedpolypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.External work, PN - 10 Pipe, 50 mm OD (SDR-11) 106 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threadedpolypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.External work, PN - 10 Pipe, 75 mm OD (SDR-11) 107 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threadedpolypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.External work, PN - 10 Pipe, 110 mm OD (SDR-11) 108 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level., All types of soil, 300 mm dia 109 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings& accessories etc. all complete, for all depths, as per direction of Engineer-in-charge., 200 mm nominal size dia 110 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge., 200 mm nominal size dia 111 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 112 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of:, 200 mm dia 113 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete., 200 mm clamp 114 Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect., 40 A TPN 115 Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:, With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 116 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 :, 600 mm dia. R.C.C. pipe 117 Supply & fixing of MS benches including cost of benches (shape & size attached with estime) fixing the wave slide including excavation PCC 1:4:8 cement coarse sand & 40 mm nominal grit with CC 1:2:4 cement coarse sand & 20 mm gauge stone grit including all material & labour required fixing and orienting etc all complete under the direction of the E/I. Sanction Rate 118 Providing & fixing of Dustbin made in mild steel frame with painting & polish and frame wooden member fixed in m.s. frame including painting polishing as per drawing & design all complete in direction of engineer in charge. PSR 119 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 120 Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-Charge. 121 Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m.lead complete (Cattle manure measured in stacks will reduced by 8% for Payment). 122 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 123 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 124 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 125 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. 126 Fine dressing of the ground. 127 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately), Holes 90 cm dia, and 90 cm deep 128 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water), Trees Plant 129 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water), Hedge Plant /Ground cover 130 Providing and stacking of Murraya exotica of height 45-60 cm. in poly bags of size 15 cm as per direction of the officer-in-charge. 131 Providing and Displaying Acalypha red well developed with fresh & healthy 30 to 45 cm ht. in 20 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge. 132 Providing and displaying of Areca Palm having ht. 2.40 m to 2.70 m with 12 to 14 suckers, well developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cement pots & as per direction of the officer-in-charge. 133 Providing and stacking of Jacaranda mimosifolia of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 134 Providing and stacking of Tabebuia sp. of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. 135 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 136 Providing and stacking of Magnolia grandiflora of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.v 137 Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge 138 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :, Play grounds / Public parks (1Mali for 2.00Acre). 139 Supply & stacking Urea 40% Nitrogen @ 160 kg per acre (as per yard stick of CPWD LDA SOR 2018-19/11.1 ( @2512kg for 30 acres ) 140 Supply & stacking DAP 50 kg per acre/year. LDA SOR 2018-19/11.2 141 Supply & Stacking Bone Meal/ Oil Cake (LDA SOR Horti 2018-19/11.3) 50 kg per acre/Year 142 Removal of garden waste by TATA 407 or equivalent including loading/ unloading and carriage upto 1 km lead,complete disposal upto designated place as per direction of officer-in-charge . 143 Providing and stacking of Madagaskar Almond ( Terminalia Mantally) of height 360 cm to 420 cm big foilage well developed multiple branches in 63 cm big poly bags ofsize as per direction of the officer-in-charge. 144 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :, With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 145 Providing & Making & Fixing of Storage Cabinet madeof 19MM Board, having shelves & shutters & teak wood beading & finished surface of 1MM Laminate including all hardware like tower bolts, hinges, lock & handle as per approved drawing & direction of Engineer incharge. MR 146 Supply, Installation, laying & commissioning of 63 mm outer dia 6Kg/cm2 HDPE pipe. 33.01 (Jal Nigam Varanasi SOR) 147 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily., Double charge vitrified tile polished finish of size, Size of Tile 600 x 1200 mm 148 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed in position with M.S hold fast/ lugs/ SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/ lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/ window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variationin profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made., Frame size 65 x 100 mm 149 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately), 30 mm thick
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
29.
Public Administrative Department #9493970 Technical Bid
Tender For Place making work from Naja Market Novelty Square to Municipal Corporation office in Hazratganj - DISMANTLING WORK 2 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 or leaner mix (i/c equivalent design mix) 3 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 (including equivalent design mix) 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 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 6 Dismantling 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. (BITUMINOUS ROAD) 7 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 8 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. 9 Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge 10 CIVIL WORK 11 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil 12 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. 13 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 14 Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc for mass concrete 15 Providing & Laying Designer Pavers 100mm x 100mm with thickness ranging from 70-90mm of approved shape and complete as per direction of Engineer-in- Charge. including transport ,loading ,unloading and conveyance of material from available source to work site, including labour charges for fixing and pointing etc., complete 16 Sand FillingFilling in foundation trenches as per drawing and technical specifications clause 305.3.9 17 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) 18 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. 19 Cement mortar 1:3 (1 cement :3 coarse sand) 20 12 mm cement plaster of mix : 21 1:4 (1 cement: 4 coarse sand) 22 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface toprepare the surface even and smooth complete. 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 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 25 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand): 25mm thick 26 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 27 Supply and installation of 60 L: AUX Waste Bin of material Stainless Style with Contemporary Mounting: Root fixed, Surface/baseplate fixed, wall/post mounted with Features: Ashtray, complete with foundation as per the direction of the Engineer in charge 28 Providing and laying drain gratings on both sides of the road anlong with tree grating wherever required. 29 Drain Grating - FRP GRATING (DRAIN)SIZE: 366 x 1001 x 30 H MMTHICKNESS: 6/7 MM 30 Tree Grating - SIZE: 800 x 800 x 400 (Inner Dia’) MMTHICKNESS: 30 MM 31 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Size of Tile 600 x 1200 mm 32 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. 33 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 : 300 mm dia 34 Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications 35 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 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) 36 Centering and shuttering including strutting, propping etc. and removal of form for : Walls 37 Steel in kg 38 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 39 For vertical surface two coats @ 0.70 kg per sqm per coat 40 For horizontal surface one coat @1.10 kg per sqm. 41 Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of Engineerin-charge and panelling with panels of : (Note:- Butt hinges and necessary screws shall be paid separately). 12 mm thick one side Pre-laminated particle board (decorative lamination on oneside and other sides balancing lamination) grade -1, medium density flat pressed,three layer particle board FPT - I or graded wood particle board FPT-1 conformingto IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 andpre-laminated conforming to IS : 12823, Grade -1, Type II marked 42 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 : 450 mm dia 43 Boaring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS : 2800 part I, including collecting sample from different starta, preparing and submitting equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer In charge, up to 150 meter depth below ground level. 300 mm diaAll type of soil (DAR 23.2.1.1 based)Sanction Rate 44 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.200 mm nominal size dia 45 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia having minimum wall thickness5.40 mm 46 Supplying, filling, spreading & levelling gravels of size range 5 mm to 10 mm in the recharge pit, over the existing layer of boulders, in required thickness for all leads & lifts all complete as per direction of Engineer in charge. DAR 23.6 47 brick ballast 40 mm class 150 48 brick ballast 40 mm class 150 49 Providing & fixing sand stone Single piece ornamental bench of approved design pattern (1200x450x450MM) and specifications including, all materials, labour and T & Petc. required for proper completion of work as directed by engineer - in -charge 50 Supply and fixing of Bollard made from mid steel with CNC machine finishingwith 140mm outer diameter , thickness of 3mm r and 1100mm Height . Expose height 900mm from above Ground level and fixed the remaining 200mm below the GL. three number of circular rib of R06mm radius are provided at the top . The whole product is power coated black colour as per standard recommendation of Engineer. For fixing the Bollards with M10 cement concrete footing of minimum dimension 20cmx20cmx20cm,with base plate, anchor rods complete. 51 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 52 Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applyingHeat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee Support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge. 53 Mandatory/ Regulatory sign boards of 900 mm diametrewith support length of 3750 mm 54 Providing and fixing StandAlone Signage in Marble of approved thickness with powder coated 10-12mm MS letters and illustration at desired locations with letters (in english, hindi and Braille)- etched, through cut, infilled or painted, also including the cost of design, fabrication and onsite installation with all the necessary accessories and equipments for fixing on any surface as per drawing and design approved from Architect in charge English: Helvetica Font with min. 36 size Hindi: Krutidev Fontwith min. 36 size, PSR 55 Signage-A Informative Signage of Sandstone/Marble of size (1200x2100)MMvisibly from both side, PSR 56 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab except colour of Black, Cherry/Ruby Red or equivalent 57 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 58 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. 59 Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. 60 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 direction of Engineer-in-Charge. 61 Supplying, fixing and commissioning of Hydraulic (Retractable) Bollards as per specification 62 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. 63 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 64 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 65 Labour rate for the mentioned item. Supply & fixing of 6 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with Double arm bracket 1 Mtr length in 1:2:4 RCC foundationbolt including the cost of foundation, excavation & back filling and Required T&P completee in all respect. 66 Providing & fixing ofConcrete Drain Covers Sandstone Colour550X750X50MM Colour: Sandstone Ultra High Performance Pigmented Concrete With Steel Fiber Reinforcement Load Capacity Suitable for 10 Tonne Pigmented Concrete Bayferrox Lanxess Fe203 Colour Index 77491.0000etc all complete in direction of engineer in charge 67 Providing & fixing of Concrete drain cover Concrete Drain Covers Sandstone Colour 550X750X50MM Ultra High Performance Pigmented Concrete With Steel Fiber Reinforcement Load Capacity Suitable for 40 Tonne Vehicle Passing Bayferrox Lanxess Fe203 Colour Index 77491.0000 etc all complete in direction of engineer in charge 68 Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fastenersat both ends. The work shall be executed as perdrawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job.The barricading shall not be removed without prior approval of Engineerin- Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). 69 PLUMBING OF AREA- HAZRATGANJ NAJA MARKET ROAD, PLAZA, CHAURAHA, TRILOKNATH ROAD , CAPPER ROAD, DR. SOUJA ROAD, DAYNIDHAN ROAD - PLACEMAKING AND REDEVELOPMENT 70 SANITARY FIXTURES & ACCESSORIES 71 Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. 72 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. 10 litre capacity - White 73 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 74 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 75 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 76 32 mm dia (for wash basin) 77 Providing & Fixing 600 X 450 mm bevelled edge mirror of superiorglass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 78 Providing & fixingtoilet paper holder. C.P. Brass 79 WATER SUPPLY PIPES AND FITTINGS 80 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes 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. 81 Internal work exposed on wall 82 40mm nominal outer dia pipes 83 50mm nominal outer dia pipes 84 Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, havingthermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. 85 Concealed work including cutting chase and making good the wall etc. 86 15mm nominal outer dia pipes 87 20mm nominal outer dia pipes 88 25mm nominal outer dia pipes 89 32mm nominal outer dia pipes 90 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 91 40 mm nominal bore 92 50 mm nominal bore 93 Providing&fixing15 mm nominal bore45 cm long unplasticised PVC connection pipewith brass unions.45 cm length: 15mm nominal bore 94 Providing & fixing 15 mm nominal bore CP brass bib cockof approved quality conformingtoIS 8931. 95 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 96 Providing & fixing 15 mm nominal bore C.P. brassstop cock (concealed)of standard designandof approvedmakeconforming to IS : 8931. 97 Providing & fixing 15 mm nominal bore C.P brass angle valve for basin mixer and geyser points of approved quality conformingto IS8931. 98 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern 99 Constructing brick masonry chamber 300 x 300x500mm, insidewithF.P.S. brick work in cement mortar 1: 4 (1 cement : 4 coarse sand) for StopCock, withC. I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4mix (1cement : 2 coarse sand:4 grade stone aggregate 20mm nominal size); necessary excavation, foundationconcrete 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar1 : 3 (1 cement : 3 coarse sand )12mmthick finished with a floatingcoatof neat cementcomplete as per standard design 100 Providing and fixing square mouthS. W. Gully trapgrade `A complete with C.I. gratingbrickmasonry chamber with F.P.S bricks and water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 101 150 x 100 mm. size P type 102 Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 103 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. 104 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. 105 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. 106 PN - 10 Pipe, 50 mm OD (SDR-11) 107 PN - 10 Pipe, 75 mm OD (SDR-11) 108 PN - 10 Pipe, 110 mm OD (SDR-11) 109 TOTAL ( SCHEDULED ITEM ) 110 PART B(NON SCHEDULED ITEMS - AS PER MARKET RATES) 111 SUPPLYOFSANITARY FIXTURES, ACCESSORIESANDBATHROOMFITTINGS 112 Providing & fixing of white vitreous china urinal partition for half stall urinals. (Jaquar or equivalent) 113 Providing & fixing UPVC Floor trap of self cleansing designwith CP Jalicomplete in all respects. (Make : Supreme / Finolex / Prince) 114 P-Trap type Floor Trap 110 x 75 mm 115 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 116 Providing & fixing 50 mm. dia. G.I elbow (drain point) in the toilet floor including50 mm dia. C.P. waste jali complete as required. 117 C. INTERNAL ELECTRICAL WORKS -HAZRATGANJ NAJA MARKET ROAD, PLAZA, CHAURAHA, TRILOKNATH ROAD , CAPPER ROAD, DR. SOUJA ROAD, DAYNIDHAN ROAD - PLACEMAKING AND REDEVELOPMENT 118 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 119 Group A 120 Wiring for circuit/ submain wiring alongwith earth wire with thefollowing sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed steel conduit as required 121 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 122 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 123 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 124 2 X 16 sq. mm + 1 X 6 sq. mm earth wire 125 Supply and drawing co-axal TV cable RG-6 Grade, 07 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PCV sheath in the axisting surface/recessed steel/PVC conduite as required. 126 1 Pair, 0.5mm dia annealed copper conductor, FRLS PVC insulated, unarmoured, Telephone cable 127 Supplying and fixing following Suitable size GI Box with Moudular plate and cover infront on surface or recess, including providing and fixing 2 nos 3 pin 5/6 A moduler socket outlet and 2 nos. 5/6 A moduler switch, connection etc. as required. ( for light pluges to be used in non residentions, painting etc. as required. 128 Supplying and fixing following Suitable size GI Box with Moudular plat and cover infront on surface or recess, including providing and fixing 25 A moduler socket outlet and 25 A moduler SP MCB C Curve including connections, painting etc. as required. 129 Supplying and fixing PVC batten/ angle holder including connections etc as required. 130 Supply and fixing following modular switch/socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 131 5/6 A Switch 132 2 way 5/6 A switch 133 Telephone socket outlet 134 TV Antenna socket outlet 135 Bell Push 136 Supplying and fixing following size/ modules, GI box along withmodular base & cover plate for modular switches in recess etc as required. 137 1 or 2 Module (75mmX75mm) 138 3 Module 100mmX75mm) 139 4 Module 125mmX75mm) 140 6 Module 200mmX75mm) 141 8 Module 125mmX125mm) 142 12 Module 200mmX150mm) 143 Supplying and fixing following modular base & cover plate on existing moduler metal boxes etc. as required. 144 1 or 2 Module 145 3 Module 146 4 Module 147 6 Module 148 8 Module 149 12 Module 150 Supplying and fixing of following sizes of pvc conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 151 25mm 152 32mm 153 Supply, installation, testing and commissioning of 1200mm sweep, BEE 5 Star rated, ceiling fan with brush less direct current (BLDC) Motor, class of insulation: B, 3 nos. Blades 30cm long down rod, 2 nos, canopies shackle kit, safety rope, copper winding, power factor not less than 0.9 service value (CM/M/W) Minimum 6.00, air delivery minimus 210 cm/min 350 rpm (tolerance as per IS:374-2019), THD less than 10% remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washer, temperaure rise = 75Degree C (max.), insulation resistance more than 2 mega ohm, Suitable for 230 V, 50Hz single phase AC supply, earthing etc. Complete as required. 154 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as 155 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. asrequired. 156 Supply and fixing call bell/Buzzer suitable for single phase,230V, Complete as required. 157 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 158 Supplying and fixing following way, Horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted includingearthing etc. as required. (But without MCB/RCCB/Isolator) 159 4 way(4+12) , Double door 160 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 161 16 way , Double door 162 Supply andfixing following rating, double pole, 240 V isolator in the existing MCB DB complete with connection, testing and commissioning etc. as required. 163 40 A 164 Supply andfixing following rating, four pole, 415 V isolator in the existing MCB DB complete with connection, testing and commissioning etc. as required. 165 63 A 166 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 167 Single Pole 168 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 169 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe et 170 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. (but without charcoal/ coke and salt ) as 171 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 172 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 173 PART B - NON - SCHEDULED ITEMS (AS PER MARKET RATES ) 174 Supply & erection of AC 230/250 volts 50 hz Exhaust fans including provding nut bolts mounting frame and other accessories including connection etc complete as required as per direction of E /I make:- Havells / Cromption / USHA 175 300 mm Sweep 900 RPM 176 Supply & fixing of following white RJ 45 cat 6 data outlet / information outlet ETL verified to meet exceed TIA / ETA 177 Supply & fixing of following Telephone outlet 178 Supply & installation of CCTV / Suvillance system. (Honeywell 20 channel NVR full HD IP based- 01 nos, IP Honeywell dome camera 2MP with night vision- 8 nos., IP Honeywell 2 MP HD Bullet camera with night vision- 8 nos.) 179 Supply of LED Tube Light with batten suitable for up to 1X22 watt LED tube light fitting complete, including tube on surface complete in all respect. 180 1 X 22 W 181 Supply ofrecess/Surface/Pendent mounting round 12 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set complete in all respects. (Make: Wipro) 182 LED Fancy Gate Light, Aluminium, 12 W 183 Earth work in excavation bymechanical 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge.All kinds of soil 184 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5kmalso includingrammingandwateringoftheearthinlayersnot exceeding20cmintrenches,plinth,sidesoffoundationetc.complete. 185 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 186 Providingandlayinginpositioncementconcreteofspecified grade excluding the cost of centering and shuttering - All work uptoplinthlevel:1:3:6(1Cement:3coarsesand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 187 Brick work with common burnt clay F.P.S. (non modular) bricks of class -150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 188 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mixor bear the cost of extra cement. M-25 Grade Concrete 189 SteelreinforcementforR.C.C.workincludingstraightening, cutting,bending,placinginpositionandbindingallcomplete Thermo-Mechanically Treated bars of grade Fe-500D or more 190 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) 191 Providingandapplyingwhitecementbasedputtyofaverage thickness1 mm, of approved brandand manufacturer,over the plasteredwallsurfacetopreparethesurfaceevenandsmooth 192 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied@ 2.20kg/10 sqm 193 ProvidingandlayingfactorymadechamferededgeCement Concretepaverblocksin footpath, parks,lawns, driveways or light trafficparking etc,of requiredstrength, thickness& size/ shape, made by table vibratory method using PU mould, laid in requiredcolour&patternover50mmthickcompactedbedof sand, compacting and proper embedding/laying of inter locking paverblocksintothesandbeddinglayerthroughvibratory compactionby usingplatevibrator,fillingthe jointswithsand andcuttingofpaverblocksasperrequiredsizeandpattern, finishing and sweeping extra sand. complete all as per directionof Engineer-in-Charge. 194 60mm thick cement concrete paver block of M-35 gradewith approved colour, design & pattern (Square and Rectangular shape) 195 80mmthickC.C.paverblockofM-35gradewithapproved color design and pattern.(Square and Rectangular shape) 196 Providing and laying matt finished vitrified tile of size 100x100x16mmhavingwaterabsorptionlessthan0.5%and conformingtoIS:15622ofapprovedmakeinallcoloursand shadesinoutdoorfloorssuchasfootpath,courtyardmulti modelsetc.,laidon20mmthickbaseofcementmortar1:4 (1cement:4coarsesand)inallshapes&patternsincluding groutingthejointswithwhitecementmixedwithmatching pigments etc. complete as direction of Engineer-in-Charge. 197 Providingandlayinginpositonreadymixedorsitebatched design mix cement concrete for reinforcedcement concrete work; using coarse aggregate and aggregate derived from natural sources,PortlandPozzolana/OrdinaryPortland/PortlandSlag cement,admixtures in recommended proportons as per IS:9103 to accelerate / retard sieving of concrete, to improve durability and workabilitywithoutimpairingstrength;includingpumpingof concretetositeoflaying,curing,carriageforallleads;but excludingthecostofcentering,shufering,fnishing andreinforcementasperdirectonoftheengineer-in-charge;for the following grades of concrete.Note: Extra cement up to 10% of the minimumspecified cement content in design mix shall be payableseparately.Incasethecementcontentindesignmix ismore than 110% of the specified minimum cementcontent, the contractor shall have discreton to eitherre-design the mix or bear the costofextracementConcreteofM25gradewithminimum cement contentof 330 kg /cumOne CubicMetreConcrete of M30 grade with minimum cement contentof 350 kg /cumOne CubicMetreConcrete of M35 grade with minimum cement contentof370kg/cumOneCubicMetreConcreteofM40grade with minimum cement contentof 390 kg /cumOne CubicMetreConcrete of M50 198 Concrete of M30 grade with minimum cement contentof 350 kg 199 Applying stamping finsh of the top surface of freshlylaid plain / reinforced cement concrete of specifedgrade in portco, side walks, drive ways, pool decks andopen yard as per directon of the Engineer-in-Charge.* The concrete shall be placed and screened to thefnished grade and •oated to the uniform surface byusing standard fnishing techniques. approved colorhardener @2.7 kg/sqm shall be applied evenly to thesurface of the fresh concrete by the dry shake methodby sprinkling in twoor more shakes foated aer eachshake and trowel only after final coating. The approved released agent @ 0.113 Kg/Sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the fexiblepolyurethene stamp moulds of approved design and inrequired sizes to achieve fnal stamping pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufcient size and weight to leave properstamp marks and the process repeated for the remaining concrete surface till the whole surface to bestamped is completed within the time while the concrete is in plastic stage of setting.After stamping, the curing shall be done as permanufacturers specifcatons. After inital curing theimprinted joints shall be grouted using cement slurrymixed with color hardener as per the requirement. Thesurface shall be sealed by applying acrylic based sealernot less than 0.167 litre/Sqm on fnished surf The constructon joints shall be provided by grovecutting of size 4 mm x 20 mm in panel size 3 m x 3 m orlesser as per the site conditons and flling the samewith 10 mm baker rod and providing & laying (PU)Polyurethane based joint sealer of approved make asper manufacturer’s specifcatons and fnished byapplying polyurethene resin based topprotectve clearcoat of minimum 80 micron applied with rollers onproperly cured and dry clean surface. (The cost ofconcrete for flooring is not included in the item, whichshall be paid for seperately).One SquareMetreSupplying and laying of Uni-Axial Woven PolysterGeogrid conforming to MORTH 3100 and IRC113, as soilreinforcement/basal reinforcement includingaccessories like te-strips, nuts & bolts and loops/lugsfor joining reinforcing elements with the facia pannels,overlaps and other protectve elements for synthetcgeo-grids and all other actvites required for reinforcedsoil walls, slopes etc complete as per designrequirements, manufacturer specifcatons and as perdirecton of engineer-in- charge.Uni Axial Woven polyster geogrid of minimum tensilestrength 40KN/m in the Longitudinal directon and 20KN/m in the Transverse directon.One SquareMetre 200 62mmthickcementconcreteflooringwithconcretehardener topping,underlayer50mmthickcementconcrete1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)andtoplayer12mmthickcementhardenerconsistingof mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’sspecifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 201 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 202 Supplying & Laying of Precast Saucer Drain 150 thick 300 mm wideinluding sand bed etc all complete in direction of engineer in charge 203 Providing and laying at or near ground level factory made kerb stone of M- 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 204 Providing, laying and making kerbchannel 30cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the topsmoothetc.completeandasperdirectionofEngineer-in- 205 Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and fillingwith150mmthickjamunasand,includingspreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. 206 Providing andfixing10x10x10cmGranitestoneblockhandcut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mmwidefilledwithsamemortarincludingruledpointingetc. complete as per direction of engineer-in-charge. 207 Providing and laying Polished Granite stone flooring in required design and patterns,inlinearas wellas curvilinearportionsof the building all complete as per the architectural drawings with 18mmthickstoneslabover20mm(average)thickbaseof cementmortar1:4(1cement:4coarsesand)laidandjointed with cement slurry and pointing with white cement slurry admixedwithpigmentofmatchingshadeincludingrubbing, curingandpolishingetc. all completeas specified andas directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 208 ProvidingandlayingflamedfinishGranitestoneflooringin requireddesignandpatterns,inlinearaswellascurvilinear portionsofthebuildingallcompleteasperthearchitectural drawingswith18mmthickstoneslabover20mm(average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointedwith cementslurry and pointing withwhite cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and asdirectedbytheEngineer-in-Charge:Flamedfinishgranite stoneslabJetBlack,CherryRed,EliteBrown,CatEyeor equivalent 209 Painting runway/taxi track/apron marking with adequatenos of coats to give uniform finish with road marking paint of superior makeasapprovedbytheEngineer-in-charge,i/ccleaningthe surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete.New work (Two or more coats) 210 Layingoldcementcocreteinterlockingpaverblocksofany design/shapelaidin requiredline,level,curvature,colourand pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in-charge. (Old CC paver blocksshall be supplied by the department free of cost). 211 Layingatorneargroundleveloldkerbstonesofalltypesin positiontotherequiredline,levelandcurvature,jointedwith cement mortar 1:3 (1 cement : 3 coarse sand), including making jointswithorwithoutgrooves(thicknessofjoints,exceptat sharpcurve,shallnotbemorethan5mm),includingmaking drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shallbemeasuredforpayment).(Oldkerbstonesshallbe supplied by the department free of cost) 212 Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fastenersat both ends. The work shall be executed as perdrawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job.The barricading shall not be removed without prior approval of Engineerin- Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). 213 Centeringandshutteringincludingstrutting,proppingetc.andremoval of form for 214 Walls(anythickness)includingattachedpilasters,butteresses,plinth and string courses etc. 215 Providing&fixingofcementconcreteBollardsM-30GradeR.C.C.150mmdiaincludinggoutinginfoundation750mm height including all necessary T&P etc all complete in directio of 216 Repairing of Existing Canopy including PPGL Sheet & necessarymember &Screw,nut, bolts,washer ,including paintingpolishingetcallcompleteindirectionofengineerin charge. 217 Boring/drillingborewellofrequireddia for casing/ strainer pipe, by suitable methodprescribedinIS:2800(partI), including collecting samples from different strata, preparing and submitting stratachart/borelog,includinghire& running charges of all equipments, tools, plants&machineriesrequiredforthe job, all complete as per direction of Engineer-in-charge,upto90metredepth below ground level. 218 300 mm dia 219 Supplying, assembling, lowering and fixinginverticalpositioninborewell, unplasticizedPVCmediumwellcasing (CM) pipe of required dia, conforming to IS:12818,includingrequiredhireand labourcharges,fittings&accessories etc.allcomplete,foralldepths,asper direction of Engineer -in-charge. 220 150 mm nominal size dia 221 Supplying, assembling, lowering and fixinginverticalpositioninborewell unplasticizedPVCmediumwellscreen (RMS) pipes with ribs, conforming to IS: 12818, includinghire & labour charges, fittings&accessoriesetc.allcomplete, for all depths, as per direction ofEngineer-in-charge. 222 150 mm nominal size dia 223 Gravelpackingintubewellconstruction inaccordancewithIS:4097,including providing gravel fine/ medium/ coarse, in requiredgrading&sizesasperactual requirement,allcompleteasper direction of Engineer-in-charge. 224 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) 225 withrequiredcapacityaircompressor, running the compressor for required timetill wellis fullydeveloped, measuringyieldofwellby“V”notch methodorany otherapprovedmethod, measuring static level & draw down etc. bystepdrawdownmethod,collecting water samples & getting tested in approvedlaboratory,i/cdisinfectionof tubewell,allcomplete,includinghire& labourchargesofaircompressor,tools & accessories etc., all as per requirement and direction of Engineer-incharge. 226 Providingandfixingsuitablesize threadedmildsteelcaporspotwelded platetothetopofborewellhousing/ casing pipe, removable as per requirement, all complete for borewell of 227 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm 228 ProvidingandfixingBailplug/Bottom plug of required dia to the bottom of pipe assemblyoftubewellasperIS:2800 (part I). 150 mm dia. 229 Supplyofsubmersiblepumpofmake KSB / Crompton / kirloskar 7.5HP with control panel, support wire etc. 230 Supply and laying of aluminium conductorPVCinsulatedarmoured served sheathed cables 1100 Volts grade ata depth of 750 mm below groundleveloveracushionof75mm. thick sand all around and protectedwithburntbricksonsidesandontop. Onsurfacethecablerunshallbe fixed onM.S.clampsetc.ofsuitablesizeor asdirectedbytheEngineer-Incharge, complete in allrespect. The armouring of the cable shallbeproperly connectedwiththe earthonductor by clamps etc.submersibble cable from pump panel to 231 Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc. 32 mm dia nominal bore 232 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 233 Supply of 100mm dia Johnson screen. 234 Providing and stacking of Nyctanthes arbor- tristis (Hasingar) of ht. 90-105 cm in Earthen pots of size 20 cm as per direction of the officer- 235 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 236 Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of 237 Providing and stacking of Ficus panda of height 90-105cm.with10-12branchesandhealthy foliage,wellformedincementpotsofsize30 cm as per direction of the officer-in-charge.. 238 Providing and stacking of Ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer- 239 Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushtyshape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.. 240 Providing and stacking of Tradescantia zebrina having in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 241 Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size ofPoly bags & as per direction of the officer-in- 242 Providing and stacking of Asparagus sprengeri of height 15 cm to 20 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.. 243 Providing and stacking of Ophiopogon jaburan ( variegated ), full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. 244 Providing and displaying of Croton Petra Bangalore variety having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh and healthy colorful leaves in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer- 245 Making tree guard 53 cm dia and 1.3 m high as per design from empty coal tar drums, supplied free by the department, including providing and fixing 2 nos M.S. sheet rings 50 x 0.5 mm fixed withrivetscompleteinallrespectsincluding painting inside and outside of tree guard with: Two or more coats of synthetic enamel paint of approved quality shade over a priming coat 246 Trenching in ordinary soil up to required depth includingremovalandstackingofserviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clodsetc.andmakingthetrenchedareawith designedmounds,pathsandsittingspacesetc. toproperlevelsbyfillingwithearthorearth mixed with manure and properly watering completeworkinrequiredtopographyasperdrawing & specifications. 247 Supplyingandstackingofgoodearthatsite includingroyaltybutincludingcarriage 20 km (earthmeasusredinstackswillbereducedby 248 Supplyingandstackingatsitedumpmanure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment) 249 Mixing earth and manure in specified proportion or as directed. 250 Roughdressingthetrenchedgroundincluding breaking the clods. 251 Fine dressing the ground 252 Spreadingof mixedgoodearthandmanurein specifiedproportionsasaboveandinrequired thickness. 253 Providing&layingSelectionno.1grassturf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothenandlightwateringthesame,asperdirection of officer in charge 254 Preparation of mounds of various size and shape by available excavated / supplied earth in layers notexceeding20cmindepth,breakingclods, wateringofeachlayer,dressing etc.,leadupto 50meterandliftupto1.5mcompleteasper direction of Officer-in-charge. 255 Excavating,supplying andfilling oflocal earth (including royalty) by mechanical transport upto a lead of 5km alsoincluding rammingand watering of the earth in layers not exceeding 20 cm in trenches, plinth, 256 Providing & Laying reinforced cement concrete pipe NP3 for Planter 600mm height and 300 mm depth in ground including excavation, protection work, backfilling, concrete and masonary works all complete in direction of engineer in charge. 257 Fabrication , supply and installation of Stainless steel 304 grade canopy around the existing tree guard with laser cut SS -304 grade fins with satin finish and 10mm thick polycarbonate multiwall sheet on roof from sabic plastic products or equivalent complete in all respect along with it aluminum fittings . SS-304 grade tree grate with laser cut design cutout patterns for waterpenetration will be fixed at the center and 18mm thick gang saw cut mirror polished granite/wood plastic composite wooden planks will be fixed ontop of the existing masionary in a curve shape 258 Cement Concrete Planter 259 D & E .( HORTICULTURE AND EXTERNAL ELECTRICAL WORK)-HAZRATGANJ NAJA MARKET ROAD, PLAZA, CHAURAHA, TRILOKNATH ROAD , CAPPER ROAD, DR. SOUJA ROAD, DAYNIDHAN ROAD - PLACEMAKING AND REDEVELOPMENT BILL OF QUANTITY 260 Part G (Horticulture Work) 261 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. 262 Supplying and stacking of good earth at site including royalty and carriage upto 20 km lead complete (earth measured in stacks will be reduced by 20% for payment). Analysed Rate. 263 Extra For levelling and neatly dressing of disposed soil completely as per the engineer in charge DSR2023; 2.36 264 Supply and laying of bi axial extruded high modulus polypropylene geo grid conforming to MORTH specifications for base/sub base reinforcement having minimum tensile strength 40 Kn.m IN THE LONGITUDNAL AND TRANSEVERSE DIRESTION, WITH 14 Kn/ M AND 28 Kn/M AND 28 Kn/M TENSILE STRENTGH at 2% and 5 % strain respectively in the longitudnal and transverse direstion, junction eficiency not less than 95% and with 38 mmx 38 mm mesh opening psrLDA Approved 265 Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m.lead complete (Cattle manure measured in stacks will reduced by 8% for Payment).DSR Horticulture 2020; 2.25 266 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge DSR Horticulture 2020; 2.9 267 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).DSR Horticulture 2020; 2.8 268 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, byspreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).DSR Horticulture 2020; 2.1 269 Rough dressing the trenched ground including breaking clods.DSR Horticulture 2020; 2.6 270 Fine dressing of the ground., DSR Horticulture 2020; 2.7 271 Providing & laying Selection no. 1 doob grass turf with earth 50mm to60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge DSR Horticulture 2020; 2.34 272 Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately): In rows 5 cm apart in both directions DSR Horticulture 2020/ 2.10.1 273 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)Holes 60 cm dia, and 60 cm deep. DSR Horticulture 2020; 2.14.4 274 Holes 45 cm dia, and 45 cm deep., DSR Horticulture 2020; 2.14.5 275 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal ofunserveiceable material’s as per direction of officer in charge (excludingcast of plant & water). DSR Horticulture 2020; 2.57 276 Trees Plant, 2.57.1 277 Shrubs Plant, 2.57.2 278 Hedge Plant, 2.57.3 279 Providing and stacking of Clerodendrum inerme having ht. 25 cm to 30 cm multi branched in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge., DSR Horticulture 2020; 6.7 280 Providing and Displaying Acalypha red well developed with fresh & healthy 30 to 45 cm ht. in 20 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge., DSR Horticulture 2020; 5.3 281 Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge., DSR Horticulture 2020; 8.30 282 Providing and stacking Jasmine grandiflorum (chameli) of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. DSR Horticulture 2020; 9.8 283 Providing and stacking of Belamcanda chinensis of height 45-60 cm. branched in earthen pots of size 20 cm as per direction of the officer-in-charge. (Lepord lily), PSR LALBATTI 284 Providing and Displaying of Spathiphyllum (peace lily), having 15 cm to 25 cm ht. blooming stag with fresh & healthy foliage well developed in 15 cmof Earthen pot/plastic pot as per direction of officer-in-charge. DSR Horticulture 2020; 3.90 285 Providing and stacking of Syngonium (Butterfly) variegated with 2-3 suckers healthy foliagein Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge., DSR Horticulture 2020; 6.25 286 Shrubs/TREE Plant 287 Providing and stacking of Hamelia patens of height 60-75 cm. with 6-8 branches in poly bags of size 25 cm as per direction of the officer-in-charge.(DAR 2020 Hort - 8.32) based 288 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12branches and healthy foliage, well formed in cement pots of size 30 cm asper direction of the officer-in-charge. (DAR 2020 Hort - 8.28) based 289 Trees Plant 290 Providing and stacking of Jacaranda mimosifolia of height 10-12 feetin big poly bags of size 18 as per direction of the officer-in-charge.PSR 291 Providing and stacking of Butea frondosa (Flame of Forest) healthy and multi branches of height 4-6 feet in big poly bags of size 18 as per direction of the officer-in-charge.PSR 292 Providing and stacking of Lagerstroemia Flaush (jarool) healthy and multi branches of ht.10-12 feet in Earthen pots of size 12 as per direction of the officer-in-charge. PSR 293 Providing and stacking of Tabebiua (Dolne smith) healthy and multi branches of ht.12-14 feet in Earthen pots of size 18 as per direction of the officer-in-charge. PSR 294 Providing and stacking of Terminalia Mentali healthy and multi branches of height 10-12. in big polybags of size 18 as per direction of the officer-in-charge. PSR 295 Providing and stacking of Plumeria alba healthy and multi branches of height 10-12 feet in big poly bags of size 18 as per direction of the officer-in-charge.PSR 296 Providing and stacking Nicodia of height6-8 feet with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.PSR 297 Providing and stacking Cassia Gluca of height 8-10 feetwith bushy healthy plant in 14 bags & as per direction of the officer-in-charge. PSR 298 Providing and displaying of Phoenix palm plant, having ht. 75 cm to 90 cm with 10 to 15 or more leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.PSR 299 Supply and installation ofBamboo of Height 10-12 feet. In all work complete. Market RatePSR 300 (Irrigation) 301 Trenching and Back Filling. Sanctioned Rate. 302 Supply, Installation, laying & commissioning of 90 mm outer dia 6Kg/cm2 HDPE pipe. 33.01 (Jal Nigam Varanasi SOR) 303 Supply, Installation, laying & commissioning of 63 mm outer dia 6Kg/cm2 HDPE pipe. 33.01 (Jal Nigam Varanasi SOR) 304 Supply, Installation, laying & commissioning of HDPE Flange with tail piece, packing & nut bolt complete in all respect. Sanctioned rate 305 Supply, Installation, laying & commissioning Of reducer 90 mm to 63 mm outer dia 6Kg/cm2 HDPE pipe. Sanctioned rate 306 Supply, Installation, laying & commissioning Of ELBOW JOINT 90 DEGREE FOR 90 mm HDPE pipe. Sanctioned rate 307 Supply, Installation, laying & commissioning Of ELBOW JOINT 90 DEGREE FOR 63 mm HDPE pipe. Sanctioned rate 308 Supply, Installation, laying & commissioning Of TEE JOINT90 DEGREE FOR 90 mm HDPE pipe. Sanctioned rate 309 Supply, Installation, laying & commissioning Of TEE JOINT90 DEGREE FOR 63 mm HDPE pipe. Sanctioned rate 310 Supply, Installation, laying & commissioning Offor 63 mm TAIL PIECES. Market Rate 311 Supply, Installation, laying & commissioning of for 90 mm TAIL PIECES HDPE PIPES. Market Rate 312 Supply, Installation, laying & commissioning Of PRESSURE Gauge 2.5 size (Gyceryne). Market Rate 313 3 disc filter. Market Rate 314 2 disc filter. Market Rate 315 Thermos Temperature Controller wuth switch and socket .2 mm cable. Market Rate 316 Butt velding electric heating plate. Market Rate 317 3 CIbutterfly valve. Market Rate 318 2 CIbutterfly valve. Market Rate 319 SPRINKLERS 320 Supply, Installation, laying & commissioning of Service Saddle 3 inch x 1.25 inch. Sanctioned rate with bush 321 Supply, Installation, laying & commissioning of Service Saddle 2 inch x 1.25 inch. Sanctioned rate with bush 322 Supply, Installation, laying & commissioning of Swing Joint for 10 - 12 meter range 360 degree popup. Market Rate 323 Supply, Installation, laying & commissioning of Swing Joint for 3 - 4 meter range 360 degree popup. Market Rate 324 Supply, Installation, laying & commissioning of 25 mm outer dia 6Kg/cm2 CPVC pipe. Market Rate 325 Supply, Installation, laying & commissioning Of Ball Valve for 25 mm pipes. Market Rate 326 Supply, Installation & commissioning of pop sprinkler plastic make material with 3 - 4 meter range 360 degreesMR 327 Supply, Installation & commissioning of pop sprinkler plastic make material with 10- 12meter range 360 degrees. Market Rate 328 Engagement of Plumber for required work etc all complete as per direction of Engineer in charge. PWD SOR 2020-21/Labour Rates Chapter.Rs. 420.00+10%CP 329 Engagement of Labour for required work etc all complete as per direction of Engineer in charge. PWD SOR 2020-21/Labour Rates Chapter.Rs. 335.00+10%CP 330 4 - BORING 331 Boaring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS : 2800 part I, including collecting sample from different starta, preparing and submitting equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer In charge, up to 150 meter depth below ground level. 300 mm diaAll type of soil (DAR 23.2.1.1 based)Sanction Rate 332 Supply, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing (CM) pipe of required dia conforming to IS: 12818 including required hire and labour charges, fittings & accessories etc. all complete for all depths as per direction of Engineer in charge. 200 mm nominal size diaDAR No. 23.3.3 333 Supply, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818 including required hire and labour charges, fittings & accessories etc. all complete for all depths as per direction of Engineer in charge. 200 mm nominal size diaDAR No. 23.10.3 334 Supplying, filling, spreading & levelling gravels of size range 5 mm to 10 mm in the recharge pit, over the existing layer of boulders, in required thickness for all leads & lifts all complete as per direction of Engineer in charge. DAR 23.6 335 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe, removable as per requirement, all complete for bore well of: 200 mm dia. DAR No. 23.13.3 336 Providing & Fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS 2800 part - 1 including necessary bolts & nuts of required size complete. 200 mm clamp. DAR No. 23.14.3 337 Supply and fixing of pump set & composite electric panel for submersible kirloskar/ sons/ crompton openwell pumpset greeves make three phases 380-440 v 50 cycles supply with fountain bolts and 3 core 2.5 mm flat PVC flexible copper conductor double insulated submersible cable and 4 core 1.5 mm form fountain pool to fountain electric panel etc fountain pool to fountain electric panel etc. complete with internal wiring lighting system. 338 7.5 HP pump 339 Electric Panel Box 340 Supply and fixing of 3 HP single phase open well submersible pump set of 50 mm x 50 mm pipe size complete with all material, labour T&P etc all as per direction of Engineer in charge. (make kirloskar/ crompton/ KSB 341 Supply and fixing of 2.5 sqmm 3 core PVC insulated PVC shethed flate submersible cable pump with bare bunched copper conductor for submersible pump motor with 1100 volt grade ISI marked all complete as per direction of Engineer in charge.Sanctioned Rate 342 Arrangement of Plumber for 1 year maintenance. PWD SOR 2020-21 343 Horticulture Maintenance 24 months 344 Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter , removal of garden waste, applying insecticide, pesticide & fertilizers (whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide , Pesticide will be provided by the Department & lawn mover and brush cutter with fuel , other T & P material/articles shall be provided by the contractor.) Play grounds / Public parks Per Sqm (as per yard stick 1Mali =2.00Acre).DSR (Hort) 2020/2.40.5 345 Cutting of Hedge/Edge including removing of cut material, cleaning, hoeing of hedge/ edge bed watering, manureing & apply insecticides & fungicides etc. (excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge.DSR20202.2.36 346 Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 05 k.m. lead complete (cattle manure measured in stacks will reduced by 8% for Payment). DSR 2020 horti - 2.25 347 Supplying and stacking of good earth at site including royalty and carriage upto 15 km complete (earth measured in stacks will be reduced by 20% for payment). Analysed Rate. 348 Supply & stacking Urea 40% Nitrogen @160 kg per acre (as per yard stick of CPWD LDA SOR 2018-19/11.1 349 Supply & stacking DAP 50 kg per acre/year. LDA SOR 2018-19/11.2 350 Supply & Stacking Bone Meal/ Oil Cake(LDA SOR Horti 2018-19/11.3) 50 kg per acre/Year 351 Removal of garden waste by TATA 407 or equivalent including loading and unloading and carriage upto 1 km lead, complete disposal upto designated place as per direction of Officer in charge. DSR Horticulture 2020/2.60 based (Analysis Rate attached) 352 Part H (Electrical) 353 PART (X) 354 FOUNTAIN 355 SITC of Spray comprises of a Calyx Aerating in center flanked with Foam Jets on 4 corners of waterbody.Manifold/Pipework are made from Galvanised steel, B-class, make Jindal, ISI Mark with necessary accessories like flanges, sockets, stands etc. made of steel- galvanized. High quality rubber gaskets, nuts & bolts along with gunmetal control valves to adjust flow pressure.Proper completion of workAs per direction of E/IcFOR A 6 METER DIA WATERBODYPSR (36/G20/CE/23) 356 SITC of In Calyx Aerating Spray, water is sprayed in an inverted cone pattern withasmallcenterjet.Calyxnozzlemadeofaluminiumalloy– epoxycoated/StainlessSteel,centerjetnozzlemadeofbrass– chromeplated.Approx.heightofwatereffects:Calyx–1.25m heightX4.5mdia,CenterJet–3mheight. Proper completion of workAs per direction of E/Ic,FOR A 6 METER DIA WATERBODYPSR (36/G20/CE/23) 357 SITC of Foam jet nozzle, on ball joint, of1.25” orifice size. Nozzle made ofBrass- Chrome plated. Approx. height of water effects: 1.2m. Proper completion of workAs per direction of E/Ic, FOR A 6 METER DIA WATERBODYPSR (36/G20/CE/23) 358 Supply,Installation,TestingandCommissioningofLuminaries comprise of 12V LED lights (RGB). Complete light body made of Stainless steel 304 grade, total 27watt power leds. Toughened glass with seal.Stainless steel 304 grade cable gland. All external nuts and bolts are of Stainless steel 304 grade. Adjustable mounting bracket is made of Stainless steel 304 grade. IP 68 compliant. All in pool connections shall be fully waterproof. Make of Luminaries As per direction of E/Ic,FOR A 6 METER DIA WATERBODYPSR 359 SITCofMonoblocktypesubmersiblepumpset whit stainer/ filter ofFollowing Capacity(Threephase,50Hz,415-380VAC)propercompletion ofworkasperdirectionofE/Ic. Kirloskar/Crompton Greaves/KSB/Texmo. Suction filter for pump: Filter body & filter mesh made from AISI 304 standard stainless steel. As per direction of E/Ic 360 3 HP PSR 361 SITC of 1.1 kV grade double insulated copper flexible cable 2.5 sq.mm x 3 core for pumps,As per direction of E/IcPSR 362 SITC of 1.1 kV grade double insulated copper flexible cable 1.5 sq.mm x 4 core for lights, As per direction of E/Ic PSR 363 PSR Supply, Installation, Testing and commissioning of specialised Outdoor type Electric panel for fountain which include control arrangement for fountain, pumpset andRGB Sequencing lighting comprises of :1. Contactor 25 Amp- 01 Nos (Make: L&T/ Schneider/ Siemens/ GE)2. DOL Starter - 01 Nos (Make: L&T/ Schneider/ Siemens/ GE)3. Single Phase Preventer- 01 Nos (Make: Bentex/ Selec/ GIC or equivalent)4. Incomer Main Switch 20 Amp- 01 Nos (Make: L&T/ Schneider/ Siemens/ GE)5. Overload Relay 6-12 Amp- 01 Nos (Make: L&T/ Schneider/ ABB/ BCH or equivalent)6. Fuse for motor 32 Amp- 03 Nos (Make: GE/ L&T or equivalent)7. MCB for Lights 6 Amp -01 Nos (Plaza/ Anchor/ ABB/ Havells/ Legrand or equivalent)8. Push Button On/ Off switches (Red/ Green)- 02 Nos. 9. Overload Indicator - 01 Nos (Make: Eaton/ Siemen or equivalent)10. Single Phase Indicator- 01 Nos (Make: Eaton/ Siemen or equivalent)11. 3 Phase indicator RGB- 01 Nos (Make: Eaton/ Siemen or equivalent)12.Voltmeter- 01 Nos. (Make: Motwane, Innova, Fluke or equivalent)13. Ampere Meter- 01 Nos (Make: Motwane, Innova, Fluke or equivalent)14. SMPS/ Transformer for lights- 01 Nos (Make: Meanwell/ Pheonix/ Omron or equivalent)15. RGB Lights controller- 01 Nos. (Make: Wet Design/Fontana/A.M. Irrigation System/Bharat engineers)16. Internal Wiringsteel sheet 16 gauge paint finish enclosure with hinged front door with provision for incoming & outgoing cable entry. Outgoing ampere 10, size of panel - 3ft X 2ft X 1ft depth.As per direction of E/Ic PSR (36/G20/CE/23) 364 Supply of 4000mm Extruded Square aluminum pole (grade 6063) Sq. 150 x 3mm thickness with IP68 Connector.Bespoke laser cutting design of length 1400mm with 50W In-Built LED with controlled downward light emission options (customized) with SS fasteners, Pre treated epdm black gaskets. Die-cast aluminum mounting plate Sq.250 x 12mm thick with 4 elongated holes 38 x 19 to suit M16 bolts at PCD 180 with pure polyester powder coating. Fixed with Hot dip galvanized foundation bolt. Mechanical resistance should be minimum IK06. The Pole should be undergone pure polyester powder coating process & Acid treatment to ensure high corrosion resistance. On the top of the pole there will be built-in Spot Lights of 2 x 18W LED are engineered accordingly to the existing regulations of Lumen Maintenance (LM80) and Technical Memorandum (TM21), Lifespan of the luminaire > 60,000 hours at 40°C. Operating ambient temperature range is from -15°C to +50°C. Driver efficiency >85%, power factor >0.9, THD <10%, Inbuilt Surge protection 6KV. Optical grade clear toughened glass diffuser of 4mm thickness with controlled downward light emission. Colour Temperature LED 3000K, 230-240Vac, CRI >80, MacAdam step 3. The driver should be inbuilt in the pole itself and maintenance can be done from the junction box itself. PDC aluminum service door 348mm height x 110mm width shall be provided with the company logo embossed on the bottom of the door and safety rope. The control gear tray is prewired with 2.5 Sq.mm cable,6A MCB and 32A terminal connectors for loop-in / loop-out arrangement. Any other internal cables and connections shall not be covered in the scope of supply. The manufacturer should have Inhouse NABL accredited lab to check and provide correct photometry of the product. The make should be as per K-Lite Verbena Spot KL-4583/Wipro/Ligman 365 Supply and fixing of 3500mmsteel poles are made out of mild steel galvanized rebbed extrusion profile having bottom section dia125mm and upper section dia 81mm with cast iron embellishment e8The pole have a service window at bottom section wih heavy duty four way connector and a mcb. Mild steal base plate with four nos. mounting holes is fixed and welded with bottom section . pole is primer coated and polyurethene painted . POLES BPTH SIDE OF THE ROADS AT 10 METER CC DISTANCE. PSR - BEGUM HAZRAT MAHAL PARK 366 Supply and fixing of OVER 600mm long aluminium dia cast body post top is mounted at the top with polycarbonate diffuser and fitted with 40w led disc bis registered make philips , bajaj, twinkle, lustore, K LITEor equivalent repuateted make Quotation rates 367 S/E of G.I. wire on 8 to 4 SWG on pole/service bracket including binding etc. complete in all respects SI.No. 628/18. 368 S/W of submain with two Nos. of 2.5 Sq.mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in existing conduit complete with supply of all material Labour and T&P required for proper completion of the work as directed at site by E/I. SI. No. 289/18. 369 S/Fof40ATPNofAutomaticstreetlightcubiclecontrolpanelpaintedwithanti corrosivealkaliandacidproofpaintconsistingoftimeswitchTSO100serieswith contractors,HRCfuses,isolatingswitchmeteringinstrument& instrumentbox with CTs etc, in case of TPN, complete in all respect as per direction of Engineer-in-charge. SI. No. 807/18 e(ii). 370 S/L of following cable Al conductor P.V.C. insulated armoured served sheathed cable 1100V grade at a depth of 750mm. Below ground level over a cushion of 75mm with DWC Pipeapproved makeUPPPCL as per direction of E/I. complete in all respects. 501/2018. Approved Makes:- Gloster/ Polycab/ KEI/ SCI/ Havells PWD SOR 501 371 10 sq. mm 4 core 372 (a) 35 Sq.mm 3.5Core 373 (b) 16 Sq.mm 4 Core 374 (c) 70 Sq.mm 3.5 core 375 S/F of following size palm or pin type copper tin plated cable socket (Lug) to the cable leadinsulatingwithtapeandmakingconnectionscompleteinallrespectsasper direction of E/I.SI.No.504/SOR-18. 376 10 sq. mm 4 core 377 (a) 25 sq.mm. 378 (b) 50 sq.mm 379 (c) 16 sq.mm 380 S/B of earth rod 20mm dia into 2.5mtr long including G.I. wire 7/16 SWG to connect earth rod to earth clamp on pole 3.00 mtr long steel conduit to carry earth wire along the pole. A.R. Bond No.87/CE/EE(E/M)2021, Dated 09-11-2021 381 S/Fof6Ampto32Amp.SPMCB(10KA)Ccurvecompleteinallrespectasper direction of Engineer-in-charge. SI No. 1002/18. CAT-A. 382 Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter, instrument fuses, current transormer etc. The board shall have suitable capacity electroytic alumininum busbars as per IS8623 istulate with heat shrink sleeving and mountendon non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compression glands and indicating lamp on incoming etc.The job includes the grounting of the board as per direction of Engineer-in-Charge. All coutgoing switches of 100 Amp. and above will be provided with ampere metre current transformers and selector switches and instrument fuses etc. The switches board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A B & B-II and pedestal type for Cat-B and C only. ( Incoming 200 Amp. TPN-1 No Outgoing 100 Amp. TNP-2 Nos. Cat. B. Cubicle TypePWD SI No : 802 (a) 383 Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GI pipe of 16 swgand inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I . strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. PWD SI No :725 (A) 384 Supply and Laying of 63 mm dia (OD-63 mm & ID-51 mm nominal) DWC HDPE Pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to 14930, Part II complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. complete as required. DSR E&M 2022/14.161 385 Supply, Installation, testing & commissioning of Servo Stabilizerwith Isolation transformer 100KVA,3-phase servo voltage stabilizer with isolation transformer , oil cooled, Input 300-470 VAC, 4 Wire, 50 Hz, output: 400+/-1% with oil,suitable for UNBALANCED LOAD with automatic operation (outdoor type-IP 64).The stabilizer shall comply with the following requirement:: Regulation : +/- 10 %.: Over load & Short circuit protection.: Protection cut-off against Over/Under Voltage.: Single phase protection.: 3 nos. phase indication lamps. 386 PLINTH AREA RATES CPWD 2023, Supply installation , testing and commissioning of IP based CCTV system for building security comprising of PTZ/FIXED CAMERA, CABLING , RECORDING , DISPLAY SYSTEM HARDWARE SOFTWARE SUPPORT,FOR EXTERNAL SURVILLANCE 6.10.2 , FOR PLAZA AREA ONLY 387 Operation and maintenance for 1 years 388 PART (Y) 389 LFkkfir dh x;h ykbZVksa ds vuqj{k.k ,oa lapkyu dk dk;ZA 390 Providing of Trained Electricion With Tool Kit (As per PWD SOR/2020-202. For 18 months after DLP 391 Providing ofHelper Technicion (As per PWD SOR/2020-2021.For 18 months after DLP 392 PART-Z 393 H.T./L.T. work 394 S/Fofdoublepolestructurewith2nosS.T.poleforS/S 410SP-55 11 Mtr. longin1:3:6CC foundation 1/6 of pole length below G.I. and 30cm above G.I. 20cm thick around the pole with 2 nos. channel 125mmx75 mm one No. Chennel cross arm of 75mmX 40mm 2 No. 50X50X6mm sngle iron bracings with necessary nut bolts & packing pieces complete with painting as per direction of E/I.(PSR Bond No. 490/CE/2024) 395 S/F of 11 KV Pin insulator with G.I. Bolt /spindle nut etc. complete in all respects. (PSR Bond No. 490/CE/2024) 396 S/Fof11KVDiscinsulatorincludinggunfittingoncrossarm/clampsfixedonpole complete in all respects. (PSR Bond No. 490/CE/2024) 397 S/E of over head line with A.C.S.R. conductor on pole/service bracket including binding etc. complete in all respects. S.I.No-627/18. Racoon/Dog(PSR Bond No. 490/CE/2024) 398 S/F of M.S. Channel 75mmX40mm Vshape crossd arm for two No. pin insulator proper completion of work. (PSR Bond No. 490/CE/2024) 399 S/E of 11 K.V L.A. set of 3 wire. suitable for mounting on steel support complete in all respect as perdirection of E/I.(PSR Bond No. 490/CE/2024) 400 S/Eof11K.V.T.P.M.O.switchonpoleincludinghandlerodetc.completeinall respects as per direction of E/Ich.(PSR Bond No. 490/CE/2024) 401 S/E of 11 K.V. D.O. fuse set on pole complete in all respect as per direction of E/I.(PSR Bond No. 490/CE/2024) 402 Supply and laying of70 Sqmm 3 core 11 KV standered aluminium conductor XLPE(Cross linked polyethylene)insulated PVC bedded, Galvanised flat steel strip armoured cables confirming to I.S. 7098 (Part-II with latest amendments) II KV grade at a depth of 900 mm below ground level over a cushion of 100 mm thick fine river sand all around and protected with well burnt bricks on sides and on top put across. The armouring of cable shall be properly connectedwith earth conductor by clamps etc. PWD SOR No : 506 (d) (PSR Bond No. 490/CE/2024) 403 S/F of 70 Sq.mm size 3 core XLPE 11 KV outdoor type jointing kitproper completion of work as per direction of E/I A.R. Make: Raycheme, Mahindra. (PSR Bond No. 490/CE/2024) 404 S/F of level 2 following capacity 11/0.433 K.V. Al’ wound conventional 50Hz 3 phase oil immersed naturally cooled distribution T/F confirming and with amendments there of, havinglosses as per BEE standered with all standard fittings, including first filling of oil complete in all respects, of make UPPCL/KESCO Approved (PSR Bond No. 490/CE/2024)(a) 63 KVA (A.R.) 405 Supply and burring of Safe Earthing Electrode T-19 Zn-Zinc Coated, Length 3000mm, outer pipe 48.4mm x 3.2mm, inner pipe 26.9mm x 2.6, terminal Dia 12 mm, coating 80-100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonary housing. (From electrode terminal to switch board, cost of 25 x 3 G.I. Strip will be extra)Make: As approved in U.P. P.W.D., & C.P.R.I. Certified.S.I.No-726 B/18. 406 S/Lof25mmx3mmGIstripfromearthelectrodedirectlyinthegroundasrequired complete in all respect Item No 716 SOR-2018 407 Supply and fixing of 2 metres high cage fabricated with 3mm thick expanded metal fixed on 50mm x 50mm x 6mm angle iron frame having vertical members spaced at 1 to 1.25 mts and horizontal members spaced at 1 mt. The vertical members shall be grouted in floor and horizontal members in the wall to a depth of 300mm with ends forked. The cage shall have 2000mm x 1000mm size one leaf door with locking device having door frame fabricated with 35mm x 35mm x 6mm angle iron and 3mm expanded metal duly fixed with the cage member with hinges etc. The cage shall be painted with red oxide primer and synthetic enamel paint. The job includes all materials, labour, T&P etc. for proper completion ofwork. PWD SI No : 1142 408 S/L of followingsize G.I.B classpipe ata depthof 750mmbelow groundlevel as cable carrier as direction of E/Inch. (PSR Bond - 490/CE/2024)(a) 80 mm dia
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
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30.
Public Administrative Department #9483451 Technical Bid
Tender For Major Work Of Landscape And Spatial Development Work In Fragrance Park Situated At Nazul Park Or Maintenance Work For 2 Years. - Supplying and stacking of good earth at site including royalty and carriage upto 20 km lead and lifts (earth measured in stacks will be reduced by 20% for payment). DSR (Hort) 2020/2.2 2 Arrangement of Labour shifting good earth. PWD SOR 2020-21/Chapter Labour rates 3 Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m.lead complete (Cattle manure measured in stacks will reduced by 8% for Payment). DSR Horticulture 2020/2.25 4 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. DSR Horticulture 2020/2.9 5 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). DSR Horticulture 2020/2.8 6 Supplying & Stacking of Selection No.1 doob grass turf at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of the officer in charge. DSR Horticulture 2020/2.35 7 Grassing with selection No. 1 doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). DSR Horticulture 2020/2.10.1 8 Providing and stacking of Nyctanthes arbor-tristis (Hasingar) of ht. 90-105 cm in Earthen pots of size 20 cm as per direction of the officer-in-charge. DSR Horticulture 2020/8.4 9 Providing and stacking of Tabernaemontana coronaria (Chandni single) of height 45-60 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge. DSR Horticulture 2020/8.58 10 Providing and stacking of Cestrum nocturnum (Raat ki Rani) of height 60-75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge. DSR Horticulture 2020/8.13 11 Providing and stacking of Tabernaemontana coronaria (chandni variegated) of height 45-60 cm. with 3-4 branches earthen pots of size 20 cm as per direction of the officer-in-charge. DSR Horticulture 2020/8.61 12 Providing and stacking of Mussaenda erythrophylla (Rosea) of height 60-75 cm. multi branched in earthen pots of size 25 cm as per direction of the officer-in-charge. DSR Horticulture 2020/8.48 13 Providing and stacking Bignonia venusta (Golden shower) of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. DSR Horticulture 2020/9.3 14 Providing and stacking Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. DSR Horticulture 2020/9.4 15 Providing and stacking Jasmine grandiflorum (chameli) of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. DSR Horticulture 2020/9.8 16 Providing and stacking Tecoma grandiflora of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. DSR Horticulture 2020/9.13 17 Shrubs. DSR Horticulture 2020/2.57.2 (Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unsaverieable material’s as per direction of officer in charge (excluding cost of plant & water) 18 Hedge/Ground Covers. DSR Horticulture 2020/2.57.3 (Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unsaverieable material’s as per direction of officer in charge (excluding cost of plant & water)) 19 Installation of M.S Vertical wall with pots & flowers with all complete. Sanctioned Rate Copy Attached. 20 Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter , removal of garden waste, applying insecticide, pesticide & fertilizers (whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide , Pesticide will be provided by the Department & lawn mover and brush cutter with fuel , other T & P material/articles shall be provided by the contractor.) Play grounds / Public parks Per Sqm (as per yard stick 1Mali =2.00Acre).DSR (Hort) 2020/2.40.5 21 Cutting of Hedge/Edge including removing of cut material, cleaning, hoeing of hedge/ edge bed watering, manureing & apply insecticides & fungicides etc. (excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge.DSR (Hort) 2020/2.36 22 Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m.lead complete (Cattle manure measured in stacks will reduced by 8% for Payment). DSR (Hort) 2020/2.25 23 Supply & stacking Urea 40% Nitrogen @160 kg per acre (as per yard stick of CPWD LDA SOR 2018-19/11.1 24 Supply & stacking DAP 50 kg per acre/year. LDA SOR 2018-19/11.2 25 Removal of garden waste by TATA 407 or equivalent including loading and unloading and carriage upto 1 km lead, complete disposal upto designated place as per direction of Officer in charge. (DSR 2020 hort - 2.60 BASED ) 26 Arrangement of Labour/Mali for maintenance at Fragrance/ Medicinal/ rose garden. PWD SOR 2020-21/Chapter Labour rates
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
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31.
Public Administrative Department #9472727 Technical Bid
Tender For Under Kanpur Road Scheme, work of boundary wall and plantation of the remaining green belt by removing illegal encroachment near Madari Kheda Village - 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 including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m, as directed by Engineer-in-Charge:all kind of soil. DSR No. 2.1.1 2 Providing and laying Cement Concrete 1 :4 : 8(1 Cement : 4Coarse sand : 8 graded stone agg.40 mm. nominal size) with cost of Centring and shuttering in foundation and plinth.including supply of all materials, labour, T & P etc. required for proper completion of the work. DSR No. 4.1.8 3 Providing and laying in position cement concrete of specified grade 1:2:4 (1cement : 2 fine sand :4 graded stone aggregate 20 mm nominal size including the cost of centering and shuttering- all work up to plinth level. DSR No. 4.1.4 4 Reinforced Cement Concrete with approved coarse sand and 2 cm. gauge approved stone ballast in the proportion 1 :1.5 : 3(1 Cement : 1.5Coarse sand : 3graded Stone agg.20 mm. nominal size) in raft (grouting) excluding supply of reinforcement and its bending the same with 24 B W G I binding wire and including necessary centring shuttering etc. and also including supply of all materials, labour, T & P and curingetc. required for proper completion of the work- strengthof concrete shall not be than M - 200. DSR No. 5.1.2 5 Same as above but RCC work in column DSR No. 5.2.2 6 Same as above but RCC work in beam DSR No. 5.1.2 7 Mild (Tor) steel or iron work in plain work such as reinforced concrete wrought to required shape as necessary including bending for proper completion of work and including supply of steel, its wastage, bend hooks and over lapping etc. all complete 8 Class 150 Brick work in 1:4 (1 cement :4 Coarse sand) mortar in foudation and plinth including supply of all materials labour t&p etc requred for proper completion of the work. DSR No. 6.1.1 9 12 mm thick plaster with 1:4 cement and coarse sand mortar over brick work including supply of all materials, labour and T&P etc. required for proper completion of the work. SI No 13.4.1 10 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 using structural steel etc as requred in gratings, frames, guard bar , ladder, railings, brackets gates and similar works. DSR No. 10.31/2023 11 Making Groove in plaster 10 to 12 mm wide x 8mm deep in plaster vertically or horizontally as required 12 Painting or vanishing on iron works in small areas or new wood work with one coat of ready mixed priming paint & Two coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of work. Paint to be used shaould confirm to the (ISI no. 103 1950 SI 13.61.1 13 Finishing walls with premium acrylic smooth exterior paint with Silicone additives of required shade new work (Two or more coats applied @1.43lte/10 sqm over and including priming coat of exterior primer applied @2.20 kg/10sqm) (apex Ultima, Weather coat all guard) asian, berger DSR. 13.47.1 14 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. DSR No. 2.6.1 15 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over 50 mmathick compacted bed of sand, compacting and proper embedding/layingof inter locking paver blocks into the sand bedding layer through vibratorycompaction by using plate vibrator, filling the joints with sand and cuttingof paver blocks as per required size and pattem, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approvedcolour design and pattern. (DSR 2023/16.91.2) 16 LANDSCAPE (Plantation) 17 Rough dressing the area (ground) including breaking the clods. DSR Horti 2020/2.50 18 Fine dressing the ground DSR Horti 2020/2.7 19 Development of lawn by supply and grassing with selection no.1 grass of approved specificationsby dibbling including injecting anti- termite treatment watering with maintenancefor 30 days or more till the grass forms a thick lawn free from weeds and fit for moving complete in all respect as directed Architect - E/I(dibbling in rows 7.5 cm apart in either direction) DSR Horti 2020/2.11 20 Supply and planting of ornamental plants 1.5m high aproxin polythin bags) with injecting anti- termite treatment & maintenance for 30 days in all respects for completion of the work 21 Making thala diging size .6x.6x.6 mt size ,manure,fertilizer etc complete for plantation. DSR Horti 2020/2.14.3 22 Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. DSR. No. 7.75 23 Earth work in cutting or in embankment in ordinary soil cutting to be in regular pits not exceeding 1/2 m and embankment to be done in 20 cm. layers etc. 24 Cartage of good fertile earth for gardening work from 8 km. distance including loading and unloading, cost of earth - royality, charge etc. sanction rate 25 Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc. including hoeing, weeding, pruning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers (whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & lawn mover and brush cutter with fuel and other T & P material/articles shall be provided by the contractor.) and as per direction of officer in charge. (for one Years) (12x4400-52800.00) 2.40.5/2020 26 Providing Dustbins of approved size and approved standard specifications 27 KIDS PLAY AREA - EQUIPMENTS 28 Supplying and Fixing of Four Seater Swing with sparrow outdoor playing equipmentincluding necessaryfittings, T&P etc all complete in direction of engineer in charge. (Model No. FPSW 10, Make Fun Play/ Kompain/ Arihant) 29 Supplying and Fixing of Standered Multi seater See Saw outdoor playing equipment including necessaryfittings, T&P etc all complete in direction of engineer in charge.(Model No. FPSS12, Make Fun Play/ Kompain/ Arihant) 30 Supplying and Fixing of Turbo Tower outdoor playing equipment including necessaryfittings, T&P etc all complete in direction of engineer in charge.(Model No.FPCL35 , Make Fun Play/ Kompain/ Arihant) 31 Supplying and Fixing ofMonkey Climber outdoor playing equipment including necessaryfittings, T&P etc all complete in direction of engineer in charge.(Model No. FPCL43, Make Fun Play/ Kompain/ Arihant) 32 Supplying and Fixing of Four Seater Merry Go Round outdoor playing equipmentincluding necessaryfittings, T&P etc all complete in direction of engineer in charge.(Model No.FPMR11, Make Fun Play/ Kompain/ Arihant) 33 OPEN GYM - EQUIPMENTS 34 Supplying and Fixing of Fun Walker Single excercise equipment(Model No. PGOFT 06, Make Arihant/ Kompain/ Funplay) including necessaryfittings, T&P etc all complete in direction of engineer in charge. 35 Supplying and Fixing of Abb Trainer - Roto outdoor excercise equipment(Model No. PGOFT 21, Make Arihant/ Kompain/ Funplay) including necessaryfittings, T&P etc all complete in direction of engineer in charge. 36 Supplying and Fixing of Fun Rider outdoor excercise equipment(Model No. PGOFT 07 Make Arihant/ Kompain/ Funplay) including necessaryfittings, T&P etc all complete in direction of engineer in charge. 37 Supplying and Fixing of Leg Press Double outdoor excercise equipment(Model No. PGOFT 04, Make Arihant/ Kompain/ Funplay) including necessaryfittings, T&P etc all complete in direction of engineer in charge. 38 Supplying and Fixing of Leg Lift Post outdoor excercise equipment(Model No. PGOFT 32, Make Arihant/ Kompain/ Funplay) including necessaryfittings, T&P etc all complete in direction of engineer in charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
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32.
Public Administrative Department #9466576 Technical Bid
Tender For Horticultural maintenance work of all the parks located in the upper part of Sector-4 under Gomti Nagar Expansion Scheme. Duration 02 years, 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. DSR 2023/2.8.1 2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level. 1:4:8 (1 Cement : 4 Coarse sand (zone-III) : 8 graded stone aggregate 40 mm (nominal size). DSR 2023/4.1.8 3 Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in: Cement mortar 1:4 (1cement:4 Coarse sand) DSR 2023/6.1.1 4 12 mm cement plaster of mix: 1:4 (1 Cement : 4 Coarse sand). DSR 2023/13.4.1 5 Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification clause 1504 (Exclusive GSB). DSR 2023/16.91.2 6 Supply & fixing of MS benches including cost of benches (shape & size attached with estime) fixing the benches including excavationPCC 1:4:8 cement, coarse sand and 40 mm nominal grit with CC 1:2:4 cement, coarse sand and 20 mm guage stone grit including all material & labour required fixing and orienting etc all complete under the direction of the E/I. Sanctioned Rate. 7 0-15 m BGL (Boaring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS : 2800 part I, including collecting sample from different starta, preparing and submitting equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer In charge, up to 90 meter depth below ground level. Sanction Rate) 8 15-30 m BGL (Boaring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS : 2800 part I, including collecting sample from different starta, preparing and submitting equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer In charge, up to 90 meter depth below ground level. Sanction Rate) 9 30-65 m BGL (Boaring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS : 2800 part I, including collecting sample from different starta, preparing and submitting equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer In charge, up to 90 meter depth below ground level. Sanction Rate) 10 Supply, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing (CM) pipe of required dia conforming to IS: 12818 including required hire and labour charges, fittings & accessories etc. all complete for all depths as per direction of Engineer in charge. 100 mm nominal size dia.Sanction Rate 11 Supply, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818 including required hire and labour charges, fittings & accessories etc. all complete for all depths as per direction of Engineer in charge. 100 mm nominal size dia. Sanction Rate 12 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe, removable as per requirement, all complete for bore well of: 100 mm dia. Sanction Rate 13 Providing and fixing chlorinated Polyvinyl Chloride (CPVC) pipes having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings this includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in charge. 40 mm nominal outer dia pipes. Sanction Rate 14 Providing & Fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS 2800 part - 1 including necessary bolts & nuts of required size complete. 100 mm clamp. Sanction Rate 15 Gravel packing in tube well construction in accordance with IS: 4097 including providing gravel fine/ medium/ coarse in required grading & sizes as per actual requirement all complete as per direction of Engineer-in-charge.Sanction Rate 16 Supply/ erection of 2 HP KSB/ Crompton or equalent submersible pump with motor including15 sqm 3 core cable, (approx 45 meter length) including cost of steel rope & panel.Sanction Rate 17 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil (DAR 2020 Hort - 2.28.1) based 18 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure) (DAR 2020 hort - 2.1 BASED) 19 Rough dressing the trenched ground including breaking clods. (DAR 2020 hort - 2.5 BASED ) 20 Fine dressing of the ground. (DAR 2020 hort - 2.7 BASED ) 21 Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 05 k.m. lead complete (cattle manure measured in stacks will reduced by 8% for Payment). DSR 2020 horti - 2.25 22 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). DSR 2020 horti - 2.8 based 23 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.DSR 2020 horti - 2.9 based 24 Supplying & Stacking of Selection No.1 doob grass turf at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of the officer in charge. DSR Horticulture 2020/2.35 25 Grassing with selection No. 1 doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). DSR Horticulture 2020/2.10.1 26 Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter , removal of garden waste, applying insecticide, pesticide & fertilizers (whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide , Pesticide will be provided by the Department & lawn mover and brush cutter with fuel , other T & P material/articles shall be provided by the contractor.)DSR 2020 Horticulture Si No. 2.40.5 Playgrounds/Public parks (as per yard stick) 27 Cutting of Hedge/Edge including removing of cut material, cleaning, hoeing of hedge/ edge bed watering, manureing & apply insecticides & fungicides etc. (excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge.DSR (Hort) 2020/2.36 28 Supplying and stacking of well decayed cattle manure at site including royalty and carriage with all lead and lifts complete (cattle manure measured in stacks will reduced by 8% for Payment). DSR (Hort) 2020/2.25 29 Supply & stacking Urea 40% Nitrogen @160 kg per acre (as per yard stick of CPWD LDA SOR 2018-19/11.1 30 Supply & stacking DAP 50 kg per acre/year. PSR 31 Supply & stacking Bonemeal/ Oil Cake 50 kg per acre/year. PSR 32 Supply & stacking Bonemeal/ Oil Cake 50 kg per acre/year. LDA SOR 2018-19/11.3
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
33.
Public Administrative Department #9466531 Technical Bid
Tender for Under Basant Kunj Yojana, in sector D, land numbers D-4/15, 1/15, 4/130, 4/182, 3/3, 4/74, 3/208, 3/64, 3/141 were built, and the work of maintenance of the park located in front of D-2/78 was done, along with irrigation system and for 2 years. - Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5 m. (for all areas)DSR Horticulture 2020/2.28.1 2 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).(DSR 2020 hort - 2.1 BASED ) 3 Rough dressing the trenched ground including breaking clods. (DSR 2020 hort - 2.5 BASED ) 4 Fine dressing of the ground. (DSR 2020 hort - 2.7 BASED ) 5 Supplying & Stacking of Selection No.1 doob grass turf at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of the officer in charge. DSR Horticulture 2020/2.35 6 Grassing with selection No. 1 doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). DSR Horticulture 2020/2.10.1 7 Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m.lead complete (Cattle manure measured in stacks will reduced by 8% for Payment). 8 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 9 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 10 Providing and stacking of Mimusops elengi (Maulsri) healthy and multi branches of height 10-12 feetin big poly bags of size 18 as per direction of the officer-in-charge. Sanctioned rate 11 Providing and stacking of Cassia fistula (Amaltash) healthy and multi branches of height 10-12 feetin big poly bags of size 18 as per direction of the officer-in-charge. Sanctioned rate 12 Providing and stacking of Lagerstroemia Flaush (jarool) healthy and multi branches of ht.10-12 feet in Earthen pots of size 12 as per direction of the officer-in-charge. Sanctioned rate 13 Providing and stacking of Nyctanthes arbor-tristis (Hasingar) healthy and multi branches of ht. 10-12 feet in Earthen pots of size 12 as per direction of the officer-in-charge. Sanctioned rate 14 Providing and stacking of Tabebiua healthy and multi branches of ht.10-12 feet in Earthen pots of size 12 as per direction of the officer-in-charge. Sanctioned rate 15 Providing and stacking of Mahoganyhealthy and multi branches of height 12-14 feet in big poly bags of size 18 as per direction of the officer-in-charge. Sanctioned rate 16 Providing and stacking of Erythrina indica healthy and multi branches of height 10-12 feet in big polybag of size 18 as per direction of the officer-in-charge. Sanctioned rate 17 Providing and stacking Cassia Gluca of height 8-10 feetwith bushy healthy plant in 14 bags & as per direction of the officer-in-charge.Sanctioned rate 18 Providing and stacking of Cassia fistula (Amaltash) healthy and multi branches of height 10-12 feetin big poly bags of size 18 as per direction of the officer-in-charge.Sanctioned rate 19 Providing and stacking of Lagerstroemia Flaush (jarool) healthy and multi branches of ht.10-12 feet in Earthen pots of size 12 as per direction of the officer-in-charge. Sanctioned rate 20 Providing and stacking of Tabebiua healthy and multi branches of ht.10-12 feet in Earthen pots of size 12 as per direction of the officer-in-charge.Sanctioned rate 21 Providing and stacking of Delonix regia (Gulmohar) healthy and multi branches of height 12-14 feet in big poly bags of size 18 as per direction of the officer-in-charge. Sanctioned rate 22 Providing and stacking of Tecoma gaudichaudi of height 45-60 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge. DSR Horti 2020/8.67 23 Providing and stacking of Clerodendrum inerme having ht. 25 cm to 30 cm multi branched in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. DSR Horti 2020/6.7 24 Trees Plant. DSR Horti 2020/2.57.1 [Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water)] 25 Shrubs. DSR Horti 2020/2.57.2 [Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water)] 26 Hedge. DSR Horti 2020/2.57.3 [Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water)] 27 Arrangement of Tractor Trolley for removing of Malba. Sanctioned Rate. 28 0-15 m BGL [Boaring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS : 2800 part I, including collecting sample from different starta, preparing and submitting equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer In charge, up to 90 meter depth below ground level.All type of soil (DAR 16 23.1.1 based)Sanction Rate] 29 15-30 m BGL [Boaring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS : 2800 part I, including collecting sample from different starta, preparing and submitting equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer In charge, up to 90 meter depth below ground level.All type of soil (DAR 16 23.1.1 based)Sanction Rate] 30 30-65 m BGL [Boaring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS : 2800 part I, including collecting sample from different starta, preparing and submitting equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer In charge, up to 90 meter depth below ground level.All type of soil (DAR 16 23.1.1 based)Sanction Rate] 31 Supply, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing (CM) pipe of required dia conforming to IS: 12818 including required hire and labour charges, fittings & accessories etc. all complete for all depths as per direction of Engineer in charge. 100 mm nominal size dia.Sanction Rate 32 Supply, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818 including required hire and labour charges, fittings & accessories etc. all complete for all depths as per direction of Engineer in charge. 100 mm nominal size diaSanction Rate 33 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe, removable as per requirement, all complete for bore well of: 100 mm dia. Sanction Rate 34 Providing and fixing chlorinated Polyvinyl Chloride (CPVC) pipes having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings this includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in charge. 40 mm nominal outer dia pipes. Sanction Rate 35 Providing & Fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS 2800 part - 1 including necessary bolts & nuts of required size complete. 100 mm clamp. Sanction Rate 36 Gravel packing in tube well construction in accordance with IS: 4097 including providing gravel fine/ medium/ coarse in required grading & sizes as per actual requirement all complete as per direction of Engineer-in-charge. Sanction Rate 37 Supply/ erection of 2 HP KSB/ Crompton or equalent submersible pump with motor including15 sqm 3 core cable, (approx 45 meter length) including cost of steel rope & panel. Sanction Rate 38 Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter , removal of garden waste, applying insecticide, pesticide & fertilizers (whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide , Pesticide will be provided by the Department & lawn mover and brush cutter with fuel , other T & P material/articles shall be provided by the contractor.) Play grounds / Public parks Per Sqm (as per yard stick 1Mali =2.00Acre).DSR (Hort) 2020/2.40.5 39 Cutting of Hedge/Edge including removing of cut material, cleaning, hoeing of hedge/ edge bed watering, manureing & apply insecticides & fungicides etc. (excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge.DSR (Hort) 2020/2.36 40 Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m.lead complete (Cattle manure measured in stacks will reduced by 8% for Payment). DSR (Hort) 2020/2.25 41 Supply & stacking Urea 40% Nitrogen @160 kg per acre (as per yard stick of CPWD LDA SOR 2018-19/11.1 42 Supply & stacking DAP 50 kg per acre/year. LDA SOR 2018-19/11.2 43 Arrangement of Tractor Trolly including loading unloading of stacked kuda & malwa including all complete of work. Sanctioned Rate.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
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34.
Housing Urban and Rular Development #9463349 Technical Bid
Tender For Tourism Development Of Gaura Baba Mandir At District Banda (U.P.), 1 Tourism Development of Gaura Baba Mandir at District Banda (U.P.) 2 MULTIPURPOSE HALL 3 Excavation infoundation inordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m& including filling wateringand rammingof excavated earth into the space between the building & sides offoundation trenches or into the plinth and removal& disposal surplus earthas directed by the engineer I/C within a lead of 30 m.from foundation trenches. 4 Filling of carted earth . 5 Sand filling in plinth including supply of necessary quantity of local sand from a distance not exceeding 8 km from the site of work and including watering dressing etc, required for proper completion of work. 6 Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 7 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters /sqm (5)Treatment of soil along external perimeter of building 7.5 liters/sqm. (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturers standard dilution) 8 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum 9 Concrete of M25 grade with minimum cement content of 330 kg /cum 10 Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 300 mm dia piles 11 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Group of two or more piles upto 50 tonne Safe capacity Initial test (Test Load 2.5 times the Safe capacity) 12 Routine test (Test Load 1.5 times the Safe capacity) 13 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. 14 Class-150 brick work in 1:6 cementand Coarse sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work. 15 Same as in item no. 10 abovebutin super-structure above plinth level up to floor two level (up to two storeys) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand). 16 15 mm cement plaster on plinth of mix : 1:4 (1 cement: 4 coarsesand). 17 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand .F.M. 2.25 18 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand. 19 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 20 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. 21 Finishing walls with Textured exterior paint @ 3.28 Ltr. per 10Sqm of approved brand and manufacture and of required shade on undacorated wall surface to give evenshade over including curing and cost of all material, labour, T&P etc. required for proper completion of work.for two coat.over one coat of primer applied 2.20Ltr 10 Sqm. 22 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick 23 Kota stone slabs 20 mm thick in risers of steps,skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 24 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand (zone-lll) : 4 graded stone aggregate 6 mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand)etc. complete, excluding plastering of the jambs, sills and soffits.50 mm thick 25 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. 1.00 mm thick with zinc coating not less than 275 gm/m² 26 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.80 mm thick with zinc coating not less than 275 gm/m² 27 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes 28 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 29 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing.40mm thick 30 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 31 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 32 Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :Red sand stone 33 Stone work plain ashlar in arches in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 34 Supplying, designing, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70 mm Red sandstone, and 18mm marble insertion and 6-10mm powder coated MS sheet in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding, etching, buffing and polishing. The carving and molding work shall be of very good quality. The work to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architect in charge. 35 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concree 36 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 37 Columns, Pillars, Piers, Abutments, Posts and Struts 38 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group - C 39 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 40 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 41 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 42 4 x 10 sq.mm + 2 x 6 sq.mm. earth wire 43 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 44 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 45 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 46 Supply of surface mounting 2x2 feet 36W LED , suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 47 Supplying, erection, connecting, testing and commissioning of 600 mm Wall Fancomplete in all respect. 48 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required 63 A,25KA,FP MCCB 49 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 way Double door 50 8 way Double door 51 Supplying and fixing following way surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required.(Note : Vertical type MCB TP DB is normally used where 3 phase outlet are required.)4 way (4 + 12), Double door 52 Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required 40 amps TP MCB 53 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB),having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. As required. 25 amps 54 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole 55 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 56 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 90 mm dia (OD-90 mm & ID-76 mm nominal) 57 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each 58 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 59 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 60 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 61 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Up to 35 sq.mm. 62 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required Up to 35 sq.mm. 63 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required Upto 35 sq. mm (clamped with 1mm thick saddle 64 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 4 x 16 sq.mm 65 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required.4 X 16 sq. mm (28mm) 66 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required 100 mm dia 67 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 90 mm dia (OD-90 mm & ID-76 mm nominal) 68 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 100 mm wide x 50 mm depth x 1.6 mm thickness. 69 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 100 mm wide x 50 mm depth x 1.6 mm thickness. 70 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 dia (for rain water) 71 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 jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. Single Push Fit Coupler 110 mm dia 72 Single tee with door 110x110x110 mm 73 Plain bend 87.5 deg 110 mm dia 74 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm dia 75 Making khurras 45x45 cm 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 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 76 PLATFORM 77 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.Language as per DSR 78 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 79 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 80 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 81 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum 82 Concrete of M25 grade with minimum cement content of 330 kg /cum 83 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 84 Lintels, beams, plinth beams, girders, bressumers andcantilevers 85 Columns, Pillars, Piers, Abutments, Posts and Struts 86 Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 300 mm dia piles 87 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) 88 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. 89 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 90 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick 91 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing .40 mm thick 92 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 93 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 94 TOURIST SHELTER (02 No.) 95 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 96 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 97 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 98 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos E.C. 20% with 1% concentration 99 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos E.C. 20% with 1% concentration 100 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum 101 Concrete of M25 grade with minimum cement content of 330 kg /cum 102 Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 300 mm dia piles 103 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Group of two or more piles upto 50 tonne Safe capacity 104 Routine test (Test Load 1.5 times the Safe capacity) 105 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for massconcrete 106 Suspended floors, roofs, landings, balconies and accessplatform 107 Lintels, beams, plinth beams, girders, bressumers andcantilevers 108 Columns, Pillars, Piers, Abutments, Posts and Struts 109 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) 110 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) 111 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 112 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) 113 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more 114 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 115 15mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand Ground Floor 116 12mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand Ground Floor 117 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick 118 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 119 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 120 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) 121 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. 122 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand (zone-lll) : 4 graded stone aggregate 6 mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 40 mm thick 123 Providing, hoisting and fixing above plinth level up to floor five levelprecast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Red sand stone 124 Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° 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-lll)erived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 125 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group - C 126 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 127 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 128 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 129 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 130 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 131 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 132 Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored) 133 Supply ofSurface mounting round 12 Watt 15 Watt ,suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect 134 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 135 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 12 way, Double Door 136 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole 137 Double pole 138 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 139 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 90 mm dia (OD-90 mm & ID-76 mm nominal) 140 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each 141 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 142 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 143 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 144 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Up to 35 sq.mm. 145 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required Upto 35 sq. mm (clamped with 1mm thick saddle 146 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment4 x 16 sq.mm 147 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required.4 X 16 sq. mm (28mm) 148 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required 100 mm dia 149 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 90 mm dia (OD-90 mm & ID-76 mm nominal) 150 PUBLIC SANITATION BLOCK 151 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. 152 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 153 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 154 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum 155 Concrete of M25 grade with minimum cement content of 330 kg /cum 156 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 157 Suspended floors, roofs, landings, balconies and access platform 158 Lintels, beams, plinth beams, girders, bressumers and cantilevers 159 Columns, Pillars, Piers, Abutments, Posts and Struts 160 Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 300 mm dia piles 161 Brick Work with common burnt clay ( non modular) bricks of class - 150 in foundation and plinth in: Cement mortar 1:6 ( 1 cement : 6 coarse sand) 162 Brick Work with common burnt clay ( non modular) bricks of class - 150 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) G.F. 163 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class - 150 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) G.F. 164 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. 165 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 166 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. 167 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :. 250mm x 16mm . 168 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 250mm x 10mm . 169 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 150mm x 10mm . 170 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm 171 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 100 mm 172 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 173 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 174 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes 175 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: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 176 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 177 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 178 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) 179 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 180 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) 181 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) 182 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 183 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 184 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 Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 185 Providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water abDSRption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. With out base concreteGlazed Vitrified tiles Matt/Antiskid finish of 600X600mm size. 186 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment tomatch the shade of the slabs, including rubbing and polishing complete. 187 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 188 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 @ 0.90 litre/10 sqm) 189 Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work. 190 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 191 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 192 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing .40mm thick 193 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 194 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 195 Making khurras 45x45 cm 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 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 196 Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 197 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid 198 Providing & fixing toilet paper holderC.P. brass 199 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 200 Providing and fixing Jaquar Make Hand Shower (Health Faucet) with 8mm Dia,1.2 Meter Long Flexible Tube & Wall Hook of quality and make as approved by Engineer - in - charge. 201 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 202 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 203 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 204 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. 205 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 206 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern & jet) 15 mm nominal bore 207 Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore 208 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15mm nominal bore 209 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15mm nominal bore 210 Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge. 211 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. (Including C.I. trap for standard urinal with vent arm with operating and other couplings in C.P.brass: 50 mm dia) 212 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as perdirection of Engineer-in-charge and finished smooth. Granite Stone of approved shade 213 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. For Internal Toilet15 mm nominal outer dia Pipes 214 20 mm nominal outer dia Pipes 215 25 mm nominal outer dia Pipes 216 32 mm nominal outer dia Pipes 217 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 25 mm nominal bore 218 32 mm nominal bore 219 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall Terrace loop & Tank Filling Pipe 25 mm nominal bore 220 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 25mm diameter pipe 221 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 25mm diameter pipe 222 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : For vertical pipe connection with terrace ringmain 25mm nominal bore 223 32mm nominal bore 224 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore 225 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./H.P.H.D. plastic ball. 25 mm nominal bore, 152 mm long, weighing not less than 440 gms 226 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. 227 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 dia (for rain water) 228 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 jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. Single Push Fit Coupler 110 mm dia 229 Single tee with door 110x110x110 mm 230 Plain bend 87.5 deg 110 mm dia 231 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm dia 232 Making khurras 45x45 cm 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 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 233 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. Internal Toilet (Soil & Waste Pipe) 75 mm 234 110 mm 235 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. Bend without door (45°) 75mm 236 110mm 237 Bend without door (87.5°) 75mm bend 238 110mm 239 Y Fitting without door 75mm 240 110mm 241 Single Tee without door 75mm 242 110 mm 243 Single Tee with door 75mm 244 110 mm 245 Bend with door (87.5°) 75mm 246 110 mm 247 Clean Out Plug (COP) 75mm 248 110 mm 249 Reduced Y Fitting without door 110mm x 75mm 250 Coupler 75mm 251 110mm 252 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc.For Wash basin & Urinal 32mm dia. Pipe 253 50mm dia. pipe 254 Elbow (45°) 32mm 255 50mm 256 Elbow (90°) 32mm 257 50mm 258 T fitting 32mm 259 50mm 260 Coupler32mm 261 50mm 262 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 110mm x 75mm x 50mm/40mm (Toilet) 263 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 110mm x 75mm (Toilet & Kitchen) 264 Providing and fixing PTMT grating of approved quality and colour. Rectangular type with openable circular lid 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 265 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 150 x 100mm size P-typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 266 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 267 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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 a lead of 50 m. All kind of soil Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 268 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 100mm dia SWpipe 269 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group - C 270 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 271 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 272 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 273 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 274 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 275 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 276 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required Upto 450 mm sweep 277 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 278 Supply of Surface mounting round 6 Watt 10 Watt , LED Down Lighter, suitable for 24Hr Continuous Operation, 660-1100 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 279 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 300mm EXHAUST FAN 280 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 Way Double Door 281 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole 282 Double pole 283 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 284 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 90 mm dia (OD-90 mm & ID-76 mm nominal) 285 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 286 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 287 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Up to 35 sq.mm. 288 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required Up to 35 sq.mm. 289 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required Upto 35 sq. mm (clamped with 1mm thick saddle 290 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment3 x 6 sq.mm, 291 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 2 X 6 sq. mm (19mm) 292 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 90 mm dia (OD-90 mm & ID-76 mm nominal) 293 GHAT 294 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 295 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 stone ballast 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 296 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for thefollowing grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extracement Concrete of M25 grade with minimum cement content of 330 kg /cum 297 Concrete of M25 grade with minimum cement content of 330 kg /cum 298 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 299 Suspended floors, roofs, landings, balconies and access platform 300 Lintels, beams, plinth beams, girders, bressumers and cantilevers 301 Columns, Pillars, Piers, Abutments, Posts and Struts 302 Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) :450 mm dia piles 303 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor pilesmethod and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Group of two or more piles upto 50 tonne Safe capacity Initial test (Test Load 2.5 times the Safe capacity) 304 Routine test (Test Load 1.5 times the Safe capacity) 305 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 306 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) 307 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone flooring 308 Supplying and filling of boulder pitching including wire & necessary lead & lift including transportation etc. All complete in direction of engineer in charge. 309 Making coffer dam with laying or empty gunny bags including filling of sandy / local soil and placing in two parallel lines with proper gap in river to retain the water for construction of work including filling of sandy soil aforesaid gap of two paralle gunny bags line and laying a layer of soil over each layer of bags including cost of material , labour , t & p required for propercompletion of work 310 Making barricading with burrying of M.S. pipe 750 mm c/c horizontal distance by means of pressure method in river bed to hold the coffer dam due to 5-7 meter depth of river including fixing of pipe horizontal & cross to strengthen placing bamboo mat and polythene sheet protected with pvc tarpoline both along side barricading as per direction of Engineer in charge including cost of material , labour , t & p required for propercompletion of work 311 Pump out water caused by springs , tidal or river seepage , broken water mains or drains and the like. 312 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone flooring 313 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing .40 mm thick 314 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 315 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 316 DRAIN COVER 317 Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over priming coat, reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. 318 INTERLOCKING 319 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil (D.S.R. 2.8.1) 320 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 mm nominal size) (D.S.R. 4.1.8) 321 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) 322 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 323 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 324 SEPTIC TANK & EXTERNAL 325 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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 a lead of 50 m. up to 1.50 m depth Pipes 80 mm to 300 mmdiameter 326 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) Depth not exceeding 1.5 meter 327 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete.150 mm.dia. RCCPipes 328 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 150 mm.dia. RCCPipes 329 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design.Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line 330 Extra for depth for manholes:Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 331 Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 332 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) 40mm nominal bore. 333 32mm nominal bore. 334 25mm nominal bore. 335 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40mm nominal bore. 336 25mm nominal bore. 337 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 338 SEPTIC TANK & SOAK PIT 339 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. In all kind of soil upto 1.5m depth 340 In all kind of soil upto 1.5m to 3.0m. depth 341 In all kind of soil upto 3.0m to 4.5m. depth 342 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size) 343 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 344 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 345 Suspended floors, roofs, landings, balconies and access platform. 346 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 347 12mm cement plaster on rough side of mix 1:3 (1 cement : 3 coarse sand) 348 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 349 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 350 Providing & fixing 75mm dia vent pipes. 351 Providing & fixing of 75mm dia cast iron terminal guard. 352 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter 353 M.D. -2.5- Circular shape 450mm internal diameter 354 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks 355 SUBMERSIBLE 356 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre below ground level. 300 mm dia 357 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accesDSRies etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia 358 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accesDSRies etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm Nominal Size dia 359 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 360 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compresDSR, running the compresDSR for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compresDSR, tools & accesDSRies etc., all as per requirement and direction of Engineer-in-charge. 361 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm Dia 362 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp 363 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm Dia 364 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 50 mm nominal size dia 365 Electric logging of bore hole 366 Supply and Installation of 1.5 HP Submersible pump set complete 367 LANDSCAPE & HORTICULTURE 368 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 369 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 370 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 371 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 372 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 373 Rough dressing the trenched ground including breaking the clods. 374 Fine dressing the ground 375 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and the good earth shall be paid for separately). 376 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 377 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge With grass Turf 378 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 379 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 380 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 381 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 382 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 383 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 384 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 385 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 386 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 387 Supply and stacking of Plumeria alba plant of height 120-135 cm. with 2-3 branches in bags of size 30 cm as per direction of the officer-in-charge. 388 Supply and stacking of Plumeria rubra plant of height 120-150 cm. with 3- 4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge 389 Supply and stacking of Tabebuia sp. plant of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. 390 Supply and stacking of Delonix regia (Gulmohar) plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge 391 Supply and stacking of Cassia fistula (Amaltash) plant of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 392 Supply and stacking of Michelia champa (Golden Champa)plant of height 90-105 cm. in earthen pots of size 25 cm as per direction of the officer-incharge. 393 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 394 TOURIST FACILITIES 395 Resting Areas for Tourist (Benches) {MR} Providing & fixing ofred Sandstone/MS bench with Ornamentetion (size 1500mm length and 450mm and height 600 mm) including foundation & support with all necessary T&P etc all complete as per design of direction in engineer/ Architect in charge. 396 Urban Litter Bins(MR) Providing & fixing of SS Dustbin size 487 x 399 x 1138 fixing on a foundation with base plate and wrapped with red sandstone from all sides of 75mm with all complete as per design of direction in engineer/ Architect in charge. 397 Directional & Informative Signages (MR) Providing and fixing StandAlone Signage in Marble of approved thickness with powder coated 10-12mm MS letters and illustration at desired locations with letters (in english, hindi and Braille)- etched, through cut, infilled or painted, also including the cost of design, fabrication and onsite installation with all the necessary accessories and equipments for fixing on any surface as per drawing and design approved from Architect in charge English: Helvetica Font with min. 36 sizeHindi: Krutidev Fontwith min. 36 size Signage-A 398 Signage-C 399 Receiving, storing, handling, shifting, installation, testing & commissioning ofVoltas water cooler, including all accessories complete in all respect etc. (Make - Voltas or Equivalent) 400 LIGHTING & EXTERNAL ELECTRIFICATION WORK 401 Supply & Erection of factory fabricated & wired metal clad dust and vermin proof mounting, M.S Channel Base with botom and top cable entreis Electrical control panel with TPN ACB (65KA, 4 Pole Elect draw out Micor Processer Release IPR2) and TPN MCCBs (four Pole 36 KA with thermal magnatic release) switches and instrument chamber etc. complete in all respect. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter, Selector switches for ammeter and Voltmeter, instrument fuses current transformer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches enty boxes shall be complete with suitable cable end boxes reverse. The job includes the grounting of the board as per directions of Engineer-in-charge. All out goings of 100 Amp. and above will be provided with Amp. Metre, curent transformer and selector switches etc. an d insurment fuse The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubical type switch board shall be of cat A & B only. MAIN PANEL Panel described as above 402 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each. 403 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required 404 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 405 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 406 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 407 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Up to 35 sq.mm. 408 Above 35 sq.mm. and up to 95 sq.mm. 409 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required Up to 35 sq.mm. 410 Above 35 sq.mm. and up to 95 sq.mm. 411 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required Upto 35 sq. mm (clamped with 1mm thick saddle 412 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp 413 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment3.5 x 70 sq.mm 414 3 x 6 sq.mm, 415 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 2 X 6 sq. mm (19mm) 416 3½ X 70 sq. mm (38mm) 417 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 100mm dia 418 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 90 mm dia (OD-90 mm & ID-76 mm nominal) 419 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 420 POLE LIGHTS Supply ,Installation ,Testing And Commissining OfTwinkle Lites Make 3000Mm Long Hybrid Decorative Pole With CastedAluminium Base And Ripped Gi Pole PipeWith Decorative Post Top Lantern Concord 1270Mm Long With Polycarbonate Diffuser In 60W Led Having Lumn Output Not Less Than 110Lmns/Watt With 10Kva Surge Prtector Designed As Per Architect In-Charge( Make- Twinkle Lite- /-Havells/Neri/Juvaas/Orient/ Thor) 421 SITC of 15w integrated Solar All in one suitable at height of 5mtr mounting arrangement. pole with minimum 2250 lumen , luminous flux with min.>150lm/w luminous efficacy having power of PV module (Wp) 40, Panel Type Mono Crystalline, Panel Dimensions not more than (mm) 775 (L) x 340 (W) x 60 (H), Battery Capacity max. 18 (Ah), Battery Rated Voltage 12.8(V), Battery type LiFePO4, having BMS protection Battery Management System ,having min. Battery Back up to 2days (24 hours) (Autonomy mode),MPPT charge controller type, Efficacy>90%, having facility of Charging Indicator (Green blinking),Low Battery Indicator (Red blinking),Error Indicator (Both blinking),For the better battery life having Over Charge Protection, Deep Discharge Protection, Battery reverse polarity protection ,Load Short circuit protection, Load Open circuit protection, Reverse polarity protection for Panel, Over temperature protection. Motion sensor detection facility with Long Distance Detection 12m.CCT-5500-6000k, Make-Panasonic, Philips or equivalent 422 Supply, Installation, Testing and Commissioning of LEDRGB/RGBW flood lighting luminaire for facade lighting with Die- cast aluminium housing, powder- coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/ Ethernet based control. The be amangle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270 VAC, 50Hz with power factor>0.9. Fixture shall be suitable to operate at anambient temperature range of-10°Cto +50° C and shall be IP65 and IK06 rated. Life time shall be atleast L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS(IS10322) and shall be complete with all necessary accessories required for proper working of fixture in cluding weatherproof connection cables, waterproof connector setc. as required. 30 W 423 Supply, Installation, Testing and Commissioning of LED RGB/RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing, of following wattage. Luminaire shall be capable of producing dynamic color changing light with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver andapable of operating at line voltage without any separate power supply from 100 to 270 V AC, 50 Hz, power factor > 0.9 . Fixture shall be suitable to operate at ambient temperature range of -10°C to +50°C and shall be IP 65 and IK06 rated. Lifetime should be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 40 W 424 Supply and Fixing of Spike Light for trees 12 watt Warm White. (Including civil works) 425 Supply and fixing of steplight Robust DESIGN IP67/IK10 easy to mount with suitable mounting box BWG 50led50/NWPSU 220-240V IP67 7043(Philips/Panasonic/Havells or Equivalent) 426 Supply and Fixing 24 Wattage Burial UNIIn Ground- Burial ip68 waterproof BBP343 LED2400/1800/WW 24W/18W 20D 100-240V (Philips/Siems/or Equivalent) 427 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Double pole 428 Supplying,installation,testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required. 1 output per phase and suitable for single phase supply 429 Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. Above 6.5 metre and upto 8.0 metre 430 Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required 32 mm dia 431 GST Extra as per applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
35.
Housing Urban and Rular Development #9456642 Technical Bid
Tender For Cultural And Urban Rejuvenation, Widening Beautifications Of Ramghat, Approach And Precinct At Chitrakoot (U.P.), 1 Cultural and Urban Rejuvenation, Widening Beautifications of Ramghat, Approach and Precinct at Chitrakoot (U.P.) 2 STAMB - 04 Nos. 3 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 4 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 5 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 (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 6 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). 7 Centering and shuttering including strutting, propping etc. and removal of form for 8 Foundations, footings, bases of columns, etc. for mass concrete 9 Columns, Pillars, Piers, Abutments, Posts and Struts 10 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. 11 Supplying, fabricating, transporting, hoisting and fixing in position good quality of sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects. 12 Providing and fixing readymade Decorative Ornamental Stone CHATRI per customized size andDesign as per architect in charge Design as per architect in charge 13 Providing and fixing readymade Decorative Ornamental Stone Sclupture per customized size andDesign as per architect in charge Design as per architect in charge 14 GHAT EDGE FAÇADE BEAUTIFICATION 15 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. 16 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 17 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: G.I. Sheet 18 Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge. 19 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 direction of Engineer - in- charge. 20 Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in:Channels, angles, tees and flats 21 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 leads including all lifts involved. 22 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 23 Centering and shuttering including strutting, propping etc. and removal of form for 24 Lintels, beams, plinth beams, girders, bressumers and cantilevers 25 Suspended floors, roofs, landings, balconies and accessplatform 26 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. 27 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) 28 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground within 50 metres lead. 29 Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. 30 Extra for plastering done on moulding, cornices or architraves including neat finish to line and level: 13.24.1 in one coat 31 Melamine polishing on wood work (one or more coat). 32 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).Second class teak wood 33 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).Second class teak wood35 mm thick shutters 34 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.Float glass panes4 mm thick glass pane (weight not less than 10 kg/sqm). 35 Providing and fixing plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with : 14.27.1 Second class teak wood 36 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead :15.13.1 Of area 3 sq. metres and below 37 Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm 38 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 39 (a) 250 mm x 10mm 40 (a) 200 mm x 10mm 41 Providing and fixing bright finished brass handles with screws etc. complete:125 mm 42 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. 43 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately)40mm WhiteSandstone: 44 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required (DSR 8.15) 45 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases.(DSR 8.16) 46 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 meter height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 meter centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge.Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose (2) The payment will be made once only for execution of all items for such works. 47 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied@ 2.20kg/10 sqm 48 Providing and Finishing wall with Smooth textured Stucco Marble/Sea shell/mettalics crinkle paint high sheen and smooth finish(oyster grey) shade to be aproved by Architect in charge (asian or equivalent) 49 Providing and Finishing surface with Artistic Mural and Painting as per Design received from Architect incharge 50 Providing and fixing of Cast-Iron bracket inspired by traditional architecture pattern as per designincluding fixing in wall etc all complete in direction of engineer in charge. 51 Providing & fixing of signages made in sand stone / marble stone with ingraving & inlay work as per drawign & design etc all complete in direction of engineetr in charge. 52 Providing and Fixing Awning with Polyester PVC Roll Up Awning, Shape Rectangle Material: Polyester, Frame Material: Aluminium, Pattern: Plain of approved make from Architect incharge including the cost of all the necessary fixtures and fittings 53 Stone Work Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 54 Providing and fixing ornamnetal stone chattri, the cost of ornamental engraving ethcing and hand carving through CNC or any suitable mediums, also incuding the cost of all necessary fixtures and fittings of Steel and Stone at all heights as per drawing approved from Architect incharge 55 Supplying, fabricating, & fixing in position ornamenrtal top shikhar and chattri of required size and proportion ingood quality sandstone of minimum thickness of 75mm inlcuding oranmentiaon through CNC, hand chisleing or any other medium required in cement concrete of size apprx.1000mm X .900MM & 200mm dimensions as per design approved by Architect in charge 56 Researh, design and execution of multiple forms of artworks on wall using CNC machines on upto 150mm thick sand stone as per approval with dry cladding using stainless Steel 304 Grade Fasterners & Cramps anchored to existing RCC/Brick wall surface as per site requirements all complete. Design will be depicted wtih the help of carving, embossing, engraving an inserting. The depth of the thickness of the letters/images/pattern on teh stone should range from 20mm thickness to 70mm from the base stone. At least 50% of the surface area of stone cladding will have decorative artwork, 50% area will have plain stone cladding of same material. The item includes stone finish all complete as per the approval of the Architect/Engineer-in-Charge. 57 Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 coarse sand), including ointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : 7.29.1 Red sand stone 58 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long 59 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. 7.33.1 Red sand stone 60 Supplying, fabricating, transporting, hoisting and fixing in position good quality of 70 mm red sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects. 61 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applyinga priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes 62 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) 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 shouldhave 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 (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required. 63 Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. 64 Providing and injecting HM-500 Epoxy Anchoring Type: HM-500 : Red or Black Density: 1.5±0.1g/cm³ in proportion Mix Ratio: 3:1 Color/ or recommended by the manufacturer into drills cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (make Hilti/HM or equivalent) 65 FAÇADE PAINTING 66 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. 67 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 leads including all lifts involved. 68 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) 69 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. 70 Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. 71 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. 72 Extra for plastering done on moulding, cornices or architraves including neat finish to line and level: 13.24.1 in one coat 73 Melamine polishing on wood work (one or more coat). 74 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 75 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 meter height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 meter centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose.(2) The payment will be made once only for execution of all items for such works. 76 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied@ 2.20kg/10 sqm 77 Providing and Finishing wall with Smooth textured Stucco Marble/Sea shell/mettalics crinkle paint high sheen and smooth finish(oyster grey) shade to be aproved by Architect in charge (asian or equivalent) 78 COBBLED PATHWAY 79 Dismantling floors to be stone flagged or tiled floor and including stacking of dismantled materials as directed by the Engineer-in- charge with in a distance of 60 meters (200 ft.) 80 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 leads including all lifts involved. 81 Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 82 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall bepaid for separately 83 ACI (HIGH PERFORMANCE STAMPED CONCRETE) Applying and finishing the top surface of concrete, in accordance with sprinkling of ACI color hardener at the rate of 0.31 kg./sq.ft., Floating the surface with different types of floaters, application of release agent at the rate of 0.011 kg./sq.ft , stamping the concrete with stamping tools, cleaning the surface with water and application of acrylic based sealer at the rate of 0.035 ltr/sq.ft, for finishing. Complete for play area, parking areas, Compound flooring, Podium, Basement flooring, External roads etc. 84 RED SAND STONE PATHWAY 85 Dismantling floors to be stone flagged or tiled floor and including stacking of dismantled materials as directed by the Engineer-in- charge with in a distance of 60 meters (200 ft.) 86 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 leads including all lifts involved. 87 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 88 Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 89 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 Red sand stone 90 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 91 Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cementmortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :Both face dressed 92 GHAT STEPS 93 Dismantling floors to be stone flagged or tiled floor and including stacking of dismantled materials as directed by the Engineer-in- charge with in a distance of 60 meters (200 ft.) 94 Dismantling sundried brick work including stackingofdismantling materialsas directed bythe Engineering- in- chargewith ina distance of60 meters (200 ft.) 95 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 direction of Engineer - in- charge. 96 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 leads including all lifts involved. 97 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 (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 98 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 (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 99 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 100 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 101 Centering and shuttering including strutting, propping etc. and removal of form for 102 Foundations, footings, bases of columns, etc. for massconcrete. 103 Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc. 104 Suspended floors, roofs, landings, balconies and accessplatform 105 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 106 300 mm dia piles 107 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. 108 Class M-150 brick work in 1:6 cement coarse sand (of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 109 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar.White/pink sand stone flooring 110 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 111 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone 112 CHATRI PLATEFORM- 06 Nos. 113 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.Hard rock (blasting prohibited) 114 Dismantling floors to be stone flagged or tiled floor and including stacking of dismantled materials as directed by the Engineer-in- charge with in a distance of 60 meters (200 ft.) 115 Dismantling sundried brick work including stackingofdismantling materialsas directed bythe Engineering- in- chargewith ina distance of60 meters (200 ft.) 116 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 direction of Engineer - in- charge. 117 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 leads including all lifts involved. 118 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 (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 119 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 120 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 (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 121 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 122 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 123 Centering and shuttering including strutting, propping etc. and removal of form for 124 Foundations, footings, bases of columns, etc. for massconcrete. 125 Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc. 126 Suspended floors, roofs, landings, balconies and accessplatform 127 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 128 300 mm dia piles 129 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 130 Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. 131 Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. 132 Group of two or more piles upto 50 tonne Safe capacity 133 Initial test (Test Load 2.5 times the Safe capacity) 134 Routine test (Test Load 1.5 times the Safe capacity) 135 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. 136 Class M-150 brick work in 1:6 cement coarse sand (of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 137 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. 138 Red sand stone flooring 139 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately)40mm WhiteSandstone: 140 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required (DSR 8.15) 141 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases.(DSR 8.16) 142 Researh, design and execution of multiple forms of artworks on wall using CNC machines on upto 150mm thick sand stone as per approval with dry cladding using stainless Steel 304 Grade Fasterners & Cramps anchored to existing RCC/Brick wall surface as per site requirements all complete. Design will be depicted wtih the help of carving, embossing, engraving an inserting. The depth of the thickness of the letters/images/pattern on teh stone should range from 20mm thickness to 70mm from the base stone. At least 50% of the surface area of stone cladding will have decorative artwork, 50% area will have plain stone cladding of same material. The item includes stone finish all complete as per the approval of the Architect/Engineer-in-Charge. 143 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc.Red sand stone 144 Cost of Electrical 145 WHITE / PINK SAND STONE PATHWAY 146 Dismantling floors to be stone flagged or tiled floor and including stacking of dismantled materials as directed by the Engineer-in- charge with in a distance of 60 meters (200 ft.) 147 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 leads including all lifts involved. 148 Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 149 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.White/ pink sand stone 150 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 151 RED SAND STONE PATHWAY 152 Dismantling floors to be stone flagged or tiled floor and including stacking of dismantled materials as directed by the Engineer-in- charge with in a distance of 60 meters (200 ft.) 153 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 leads including all lifts involved. 154 Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 155 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 Red sand stone 156 Development of Chattri 157 Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 Red cement : 2 stone dust) with an admixture of pigment matching the stone shade : 158 ( Red Sandstone) 159 Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with Red cement mortar 1:2 (1 Red cement : 2 stone dust) with an admixture of pigment matching the stone shade : 160 ( Red Sandstone) 161 Stone work plain ashlar in arches in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering, shuttering and pointing with Red cement mortar 1:2 (1 Red cement : 2 stone dust) with an admixture of pigment matching the stone shade. 162 Both face dressed ( Red Sandstone) 163 Stone work plain ashlar in domes , in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering, shuttering and pointing with Red cement mortar 1:2 (1 Red cement : 2 stone dust) with an admixture of pigment matching the stone shade. 164 Both face dressed ( Red Sandstone) 165 Changing rooms 166 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 167 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 168 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 169 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 (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 170 Centering and shuttering including strutting, propping etc. and removal of form for 171 Lintels, beams, plinth beams, girders, bressumers andcantilevers 172 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 173 Thermo-Mechanically Treated bars of grade Fe-500D or more. 174 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) 175 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 176 Supply and installation of Portable cabin of size 12’x4’ x 8.5’.Changing room including (3 Main Door, 3 fan, 3 Led Light, vinyl Flooring, 3 clothe Hanger and 3 bulked light above the door.3 mirror) & Legs and Hooks for easy lifting & Shifting with technical specification as given, All finishes and design work will be complete in direction of architect In charge.Base Square- Pipe Of 75X 40 MM with 5 mm thickness. Along With Square Pipe Of 75MM X 40 MM& 50x50mm.(Welded With M.S Square pipe From Length To Length.), Top frame - Square Pipe Of 50MM X 50 MM (Welded With M.S Pipe From Width To Width).Side wall stiffener- 40MMx20MM specially formed Square PipeStiffener Top- Square Pipe of 40 X 20 Mm (Welded With M.S.Square Pipe)Side Post- 65MMx65MM specially formed M.S. Square Pipe.Roof Outside- Specially Plain M.S. SHEET 1MM thick, properly both side slopeFloor- Strong 18MM Everest Cement Board with PVC Flooring, 177 Insulation- All walls within the external wall & inner wall are filled with Glass wool 25 mm. thick which possess a rare combination like lower thermal conductivity & high resistance to moisture. 50MM on CeilingCeiling• Top outer MS sheet of 1mm thick.• Top inner decorated with 8mm thick MDF boardWall Surface• Exterior wall: - 1 mm MS Sheet.• Internal wall: - 8mm thick MDF board in Changing room & ACP in washroom.All wiring shell be concealed type and shell be PVC insulated copper wire. Single phase wiring with ISI mark. All electrical fitting in the Cabin Shall be 220-240V, Wiring, Modular switch and socket with wall Cabin Fan & 20 watts LED and Bulkhead(External) Light above door and 32amp MCB at the Input junction for safety.(ISI Mark) Anchor BrandAll components are primed externally and painted of best quality two coats of Enamel paint.Doors- Constructed of Steel Frame work by 30mm X 30mm X 3mm (thick) square pipe external wall made by M.S Sheet &Inner wall decorated by ACP Board and suitable door handles and hand drop. 178 Providing and fixing of Die cast Aluminum Pole duly primer coated & Polyester / Polyurethane painted including cost of Screen made of die cast aluminum framing, MS sheet & ornamental MS Perforated Sheet as per design and color approved by architect in charge 179 Male Urinal 180 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 181 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 182 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 183 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 (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 184 Centering and shuttering including strutting, propping etc. and removal of form for 185 Lintels, beams, plinth beams, girders, bressumers andcantilevers 186 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 187 Thermo-Mechanically Treated bars of grade Fe-500D or more. 188 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) 189 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 190 Supply and installation of Portable cabin of size 6’x4’ x 8.5’.Urinal Male including (2 Main Door, 2 Urinals, 2 exhaust fan, 2 Wash basin, Water Tank Stand, 2 Led Light, vinyl Flooring, 2 Soap case stand ,2 towel stand and 2 bulked light above the door.) & Legs and Hooks for easy lifting & Shifting with technical specification as given, All finishes and design work will be complete in direction of architect In charge.Base Square- Pipe Of 75X 40 MM with 5 mm thickness. Along With Square Pipe Of 75MM X 40 MM& 50x50mm.(Welded With M.S Square pipe From Length To Length.), Top frame - Square Pipe Of 50MM X 50 MM (Welded With M.S Pipe From Width To Width).Side wall stiffener- 40MMx20MM specially formed Square PipeStiffener Top- Square Pipe of 40 X 20 Mm (Welded With M.S.Square Pipe)Side Post- 65MMx65MM specially formed M.S. Square Pipe.Roof Outside- Specially Plain M.S. SHEET 1MM thick, properly both side slopeFloor- Strong 18MM Everest Cement Board with PVC Flooring, 191 Insulation- All walls within the external wall & inner wall are filled with Glass wool 25 mm. thick which possess a rare combination like lower thermal conductivity & high resistance to moisture. 50MM on CeilingCeiling• Top outer MS sheet of 1mm thick.• Top inner decorated with 8mm thick MDF boardWall Surface• Exterior wall: - 1 mm MS Sheet.• Internal wall: - 8mm thick MDF board in Changing room & ACP in washroom.All wiring shell be concealed type and shell be PVC insulated copper wire. Single phase wiring with ISI mark. All electrical fitting in the Cabin Shall be 220-240V, Wiring, Modular switch and socket with wall Cabin Fan & 20 watts LED and Bulkhead(External) Light above door and 32amp MCB at the Input junction for safety.(ISI Mark) Anchor BrandAll components are primed externally and painted of best quality two coats of Enamel paint.Doors- Constructed of Steel Frame work by 30mm X 30mm X 3mm (thick) square pipe external wall made by M.S Sheet &Inner wall decorated by ACP Board and suitable door handles and hand drop. 192 Providing and fixing of Die cast Aluminum Pole duly primer coated & Polyester / Polyurethane painted including cost of Screen made of die cast aluminum framing, MS sheet & ornamental MS Perforated Sheet as per design and color approved by architect in charge 193 Female Urinal 194 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 195 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 196 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 197 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 (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 198 Centering and shuttering including strutting, propping etc. and removal of form for 199 Lintels, beams, plinth beams, girders, bressumers andcantilevers 200 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 201 Thermo-Mechanically Treated bars of grade Fe-500D or more. 202 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) 203 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 204 Supply and installation of Portable cabin of size 6’x4’ x 8.5’.Urinal Female including (2 Main Door, 2 exhaust fan, 2 EWC with Seat cover, Flush tank, 2 in 1 Tapwith Jet Spray, 2 Wash basin, Water Tank Stand, 2 Led Light, vinyl Flooring,2 Soap case stand ,2 towel stand and 2 bulked light above the door).& Legs and Hooks for easy lifting & Shifting with technical specification as given, All finishes and design work will be complete in direction of architect In charge.Base Square- Pipe Of 75X 40 MM with 5 mm thickness. Along With Square Pipe Of 75MM X 40 MM& 50x50mm.(Welded With M.S Square pipe From Length To Length.), Top frame - Square Pipe Of 50MM X 50 MM (Welded With M.S Pipe From Width To Width).Side wall stiffener- 40MMx20MM specially formed Square PipeStiffener Top- Square Pipe of 40 X 20 Mm (Welded With M.S.Square Pipe)Side Post- 65MMx65MM specially formed M.S. Square Pipe.Roof Outside- Specially Plain M.S. SHEET 1MM thick, properly both side slopeFloor- Strong 18MM Everest Cement Board with PVC Flooring, 205 Insulation- All walls within the external wall & inner wall are filled with Glass wool 25 mm. thick which possess a rare combination like lower thermal conductivity & high resistance to moisture. 50MM on CeilingCeiling• Top outer MS sheet of 1mm thick.• Top inner decorated with 8mm thick MDF boardWall Surface• Exterior wall: - 1 mm MS Sheet.• Internal wall: - 8mm thick MDF board in Changing room & ACP in washroom.All wiring shell be concealed type and shell be PVC insulated copper wire. Single phase wiring with ISI mark. All electrical fitting in the Cabin Shall be 220-240V, Wiring, Modular switch and socket with wall Cabin Fan & 20 watts LED and Bulkhead(External) Light above door and 32amp MCB at the Input junction for safety.(ISI Mark) Anchor BrandAll components are primed externally and painted of best quality two coats of Enamel paint.Doors- Constructed of Steel Frame work by 30mm X 30mm X 3mm (thick) square pipe external wall made by M.S Sheet &Inner wall decorated by ACP Board and suitable door handles and hand drop. 206 Providing and fixing of Die cast Aluminum Pole duly primer coated & Polyester / Polyurethane painted including cost of Screen made of die cast aluminum framing, MS sheet & ornamental MS Perforated Sheet as per design and color approved by architect in charge 207 Covered drinking kiosk 208 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 209 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 210 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 211 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 (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 212 Centering and shuttering including strutting, propping etc. and removal of form for 213 Lintels, beams, plinth beams, girders, bressumers andcantilevers 214 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 215 Thermo-Mechanically Treated bars of grade Fe-500D or more. 216 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) 217 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 218 Providing and fixing of Die cast Aluminum Pole duly primer coated & Polyester / Polyurethane painted including cost of Screen made of die cast aluminum framing, MS sheet & ornamental MS Perforated Sheet as per design and color approved by architect in charge 219 Public Sanitation Block 220 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 221 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 222 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 223 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 224 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.: 225 With Chlorpyriphos E.C. 20% with 1% concentration 226 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 227 With Chlorpyriphos E.C. 20% with 1% concentration 228 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 (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 229 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 230 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 231 Centering and shuttering including strutting, propping etc. and removal of form for 232 Foundations, footings, bases of columns, etc. for massconcrete. 233 Suspended floors, roofs, landings, balconies and accessplatform 234 Lintels, beams, plinth beams, girders, bressumers andcantilevers 235 Columns, Pillars, Piers, Abutments, Posts and Struts 236 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 237 300 mm dia piles 238 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 239 Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. 240 Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. 241 Group of two or more piles upto 50 tonne Safe capacity 242 Initial test (Test Load 2.5 times the Safe capacity) 243 Routine test (Test Load 1.5 times the Safe capacity) 244 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) 245 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) 246 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 247 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 : 248 Cement mortar 1:6 (1 cement : 6 coarse sand) 249 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. 250 Cement mortar 1:4 (1 cement :4 coarse sand) 251 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 252 Thermo-Mechanically Treated bars of grade Fe-500D or more. 253 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level 254 Thermo-Mechanically Treated bars of grade Fe-500D or more 255 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 256 15mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand 257 Ground Floor 258 12mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand 259 Ground Floor 260 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent 261 Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels. 262 Ground Floor 263 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 Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 264 Ground Floor 265 Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade 266 Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 267 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 268 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: 269 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 270 Both side laminated 271 Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM 272 gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) 273 Using R4 series with frame (64 mm & above) x (50 mm & above) & sash (64 mm & above) x (70 mm & above) & mullion (64 mm & above) x (70 mm & above). (Height above 1.8 metre; each openable shutter upto 0.8m width) 274 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineerin-Charge. 275 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing.30 mm thick plain PVC door shutters 276 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 277 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) 278 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 279 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. 280 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 281 Providing and fixing ISI marked S.S. Sliding door bolts with nuts and screws etc. complete 282 (a) 300 mm x 16mm 283 Providing and fixing ISI marked S.S. Tower bolts black finish, (Barrel Type) with necessaryscrews etc. complete 284 300 mm x 10mm 285 250x10 mm 286 Providing and fixing ISI marked S.S. handles conforming to IS 4992 with necessary screws etc. complete.125mm 287 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) 288 admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by 289 Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm. 290 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Float glass panes 4 mm thick glass pane (weight not less than 10 kg/sqm). 291 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 292 P/F Mild steel or iron in heavey sizes such as trusses, built up gates, record racks, roof work, gates etc. wrougyht to required form, including drilling holes riverting or welding where necessary & their fixing, required for proper completion of the work 293 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 294 Two or more coats on new work 295 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing . 70mm thick 296 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 297 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 298 Supplying, designing, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70 mm Red sandstone, and 18mm marble insertion and 6-10mm powder coated MS sheet in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding, etching, buffing and polishing. The carving and molding work shall be of very good quality. The work to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architect in charge. 299 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone 300 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone 301 Plumbing Work 302 SUB HEAD-I-SANITARY INSTALLATIONS 303 Providing and fixing white vitreous chinaextended wall mounting type water closet of size 780x370x690 mm of approved shape including providing & fixing white viterous china cistern with dual flush fittings of flushing capacity 3 litre / 6 litre ( adjustable to 4 litre / 8 litres ) includung seat cover & cistern fittings nuts , bolts and gaskets etc complete. 304 Providing & fixing toilet paper holder 305 C.P. brass 306 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 307 Providing and fixing Jaquar Make Hand Shower (Health Faucet) with 8mm Dia,1.2 Meter Long Flexible Tube & Wall Hook of quality and make as approved by Engineer - in - charge. 308 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: 309 White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap 310 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 311 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 312 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. 313 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 314 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern & jet) 315 15 mm nominal bore 316 Providing and fixing uplasticised PVC connection pipe with brass unions : 317 45 cm length 318 15 mm nominal bore 319 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 320 15mm nominal bore 321 Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge. 322 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. (Including C.I. trap for standard urinal with vent arm with operating and other couplings in C.P.brass: 50 mm dia) 323 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as perdirection of Engineer-in-charge and finished smooth. 324 Granite Stone of approved shade 325 SUB HEAD-II-WATER SUPPLY 326 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 327 Concealed work, including cutting chases and making good the walls etc. 328 For Internal Toilet 329 15 mm nominal outer dia Pipes 330 20 mm nominal outer dia Pipes 331 25 mm nominal outer dia Pipes 332 32 mm nominal outer dia Pipes 333 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. 334 Internal work - Exposed on wall 335 32 mm nominal bore 336 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 337 Terrace loop & Tank Filling Pipe 338 32 mm nominal bore 339 40 mm nominal bore 340 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 341 32mm diameter pipe 342 40mm diameter pipe 343 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 344 32mm diameter pipe 345 40mm diameter pipe 346 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 347 For vertical pipe connection with terrace ringmain 348 32mm nominal bore 349 40mm nominal bore 350 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 351 25 to 40 mm nominal bore 352 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./H.P.H.D. plastic ball. 353 40 mm nominal bore, 206 mm long, weighing not less than 690 gms 354 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. 355 SUB HEAD : III - ROOFING 356 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. 357 110 mm dia (for rain water) 358 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 jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 359 Single Push Fit Coupler 360 110 mm dia 361 Single tee with door 362 110x110x110 mm 363 Plain bend 87.5 deg 364 110 mm dia 365 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 366 110 mm dia 367 Making khurras 45x45 cm 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 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 368 SUB HEAD : IV - INTERNAL DRAINAGE 369 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 370 Internal Toilet (Soil & Waste Pipe) 371 75 mm 372 110 mm 373 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 374 Bend without door (45°) 375 75mm 376 110mm 377 Bend without door (87.5°) 378 75mm bend 379 110mm 380 Y Fitting without door 381 75mm 382 110mm 383 Single Tee without door 384 75mm 385 110 mm 386 Single Tee with door 387 75mm 388 110 mm 389 Bend with door (87.5°) 390 75mm 391 110 mm 392 Clean Out Plug (COP) 393 75mm 394 110 mm 395 Reduced Y Fitting without door 396 110mm x 75mm 397 Coupler 398 75mm 399 110mm 400 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 401 For Wash basin & Urinal 402 32mm dia. Pipe 403 50mm dia. pipe 404 Elbow (45°) 405 32mm 406 50mm 407 Elbow (90°) 408 32mm 409 50mm 410 T fitting 411 32mm 412 50mm 413 Coupler 414 32mm 415 50mm 416 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 417 110mm x 75mm x 50mm/40mm (Toilet) 418 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 419 110mm x 75mm (Toilet & Kitchen) 420 Providing and fixing PTMT grating of approved quality and colour. 421 Rectangular type with openable circular lid 422 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 423 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 150 x 100mm size P-typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 424 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: 425 100 mm diameter 426 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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 a lead of 50 m. All kind of soil Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia 427 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 100mm dia SWpipe 428 Electrical Work 429 SUB-HEAD - I: INTERNAL WIRING 430 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group - C 431 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 432 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. 433 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 434 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 435 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 436 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required Upto 450 mm sweep 437 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 438 SUB-HEAD II - FANS & LIGHT FIXTURES: 439 Supply of Surface mounting round 6 Watt 10 Watt , LED Down Lighter, suitable for 24Hr Continuous Operation, 660-1100 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 440 Supplying of Bulkhead type light fitting complete with, wire guard, holder, electronic ballast 1 x 10 W lamp including connections etc.Including connection with 1.5 sqmm FRLS PVC insulated copper conductor as required. 441 Supplying of LED mirror light luminaire with 10Wwatt complete with electronic ballast, lamp including connection etc. complete as required, Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 442 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 300mm EXHAUST FAN 443 SUBHEAD- III: DISTRIBUTION BOARD 444 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 Way Double Door 445 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 446 Single pole 447 Double pole 448 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 449 SUB-HEAD -IV : L.T. CABLES 450 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Up to 35 sq.mm. 451 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required Upto 35 sq. mm (clamped with 1mm thick saddle 452 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 2 x 4 sq.mm, 453 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 2 X 6 sq. mm (19mm) 454 External Electrification 455 SUBHEAD- I : M.V. PANELS 456 Supply & Erection of factory fabricated & wired metal clad dust and vermin proof mounting, M.S Channel Base with botom and top cable entreis Electrical control panel with TPN ACB (65KA, 4 Pole Elect draw out Micor Processer Release IPR2) and TPN MCCBs (four Pole 36 KA with thermal magnatic release) switches and instrument chamber etc. complete in all respect. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter, Selector switches for ammeter and Voltmeter, instrument fuses current transformer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches enty boxes shall be complete with suitable cable end boxes reverse. The job includes the grounting of the board as per directions of Engineer-in-charge. All out goings of 100 Amp. and above will be provided with Amp. Metre, curent transformer and selector switches etc. and insurment fuse The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubical type switch board shall be of cat A & B only.SFP (OUTDOOR TYPE) IP 65Incoming : One (1) No 63 Amp. 4P MCCB of 25KABreaking capacity Metering :One (1) No. SetsMultifunction Meter each incomingOne (1) No. of Phase Indication Lamp each incomingBus Bar :One (1) No. 100 Amp.TPN aluminimum bus bar of suitable length.Outgoing :Phase indication lamps on each outgoing to be provided.3 No. 32 Amp DPMCB. (10 KA)10 No. 16 Amp DPMCB. (10 KA)2 No. SPACE & SPAREPanel described as above 457 SUBHEAD: - II - EARTHING 458 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each 459 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required 460 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 461 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 462 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 463 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 464 SUB-HEAD -III : L.T. CABLES 465 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 466 Up to 35 sq.mm. 467 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required 468 Up to 35 sq.mm. 469 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 470 Upto 35 sq. mm (clamped with 1mm thick saddle 471 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 472 4 x 10 sq.mm 473 3 x 6 sq.mm, 474 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 475 2 X 6 sq. mm (19mm) 476 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required 477 100 mm dia 478 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 479 100mm dia 480 150 mm dia 481 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 90 mm dia (OD-90 mm & ID-76 mm nominal) 482 SUBHEAD - IV :Miscellaneous 483 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 484 SUBHEAD - V: EXTERNAL LIGHTING 485 Supply of Static White/ RGB/ RGBWSurface/Wall mounted Narrow/ Medium/ Wide/ Elliptic beam Linear Wall Washer luminaires suitable for outdoor applications of Facade Lighting. Power consumption should be between 36W at steady state full intensity. Luminaire should be able to run on DC Voltage.The lumen maintenance L70@ 25 °C of the LED shall not be less than 70% of the initial lumen after 50,000 burning hours. Ingress Protection should be IP66or higher. Operating Temperature : -10°C to +50°C, Operating Humidity : 10% -90%,.LEDs of CREE / LUMILED / OSRAM / NICHIA/ reputed make shall be used for the light fittings. 486 Supplying,installation,testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required.1 output per phase and suitable for single phase supply 487 Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required 32 mm dia 488 Informative and Cultural Mural Walls 489 Earth work in excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5 m. & lead of 30 m. including filling, watering and ramming of excavated earth dressing of sides and ramming of bottoms filling of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth in 200 mm th. layers and getting out (removal of) the excavated surplus soil and disposal of surplus excavated soil as directed by engineer-in-charge up to a distance of 30 m from foundation trenches 490 Providing and laying Cement Concrete 1 :4 : 8 (1 Cement : 4 coarse sand : 8 graded stone agg.40 mm. nominal size) with cost of centring and shuttering in foundation and under floors including curing, supply of all materials, labour, T & P etc. required for proper completion of the work 491 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 (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 492 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 493 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 494 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles 495 Brick work in super-structure in 1:4 (1 Cement :4 Coarse sand ) above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honey combed brick work for wall of one brick thick etc all complete in direction of engineer in charge. 496 Mildsteel or ironinplainworksuchas reinforcedconcrete orreinforced ,brick work (when not includedin anover all rates )wroughtto required shapeas necessary includingbendingforproper completion of theworkand includingsupplyof steelitswastage bend hooksand authorised overlapping shallbe measured upto floor two level. 497 12mm cement plaster in single coat on Rough side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 3 Coarse sand. 498 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 50 mm thick Red Sand Stone 499 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 500 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 501 Researh, design and execution of multiple forms of artworks on wall using CNC machines on upto 150mm thick sand stone as per approval with dry cladding using stainless Steel 304 Grade Fasterners & Cramps anchored to existing RCC/Brick wall surface as per site requirements all complete. Design will be depicted wtih the help of carving, embossing, engraving an inserting. The depth of the thickness of the letters/images/pattern on teh stone should range from 20mm thickness to 70mm from the base stone. At least 50% of the surface area of stone cladding will have decorative artwork, 50% area will have plain stone cladding of same material. The item includes stone finish all complete as per the approval of the Architect/Engineer-in-Charge. 502 Centering and shuttering including strutting, propping etc. and removal of form for 503 Foundations, footings, bases of columns, etc. for massconcrete. 504 Lintels, beams, plinth beams, girders, bressumers andcantilevers 505 Columns, Pillars, Piers, Abutments, Posts and Struts 506 Horticulture & Landscape Work 507 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 508 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 509 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 510 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 511 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 512 Rough dressing the trenched ground including breaking the clods. 513 Fine dressing the ground 514 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and the good earth shall be paid for separately). 515 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 516 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge With grass Turf 517 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 518 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 519 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 520 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 521 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 522 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 523 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 524 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 525 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 526 Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 527 Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35 - 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 528 Providing and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur)of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. 529 Providing and stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35 cm as per direction of the officer-in-charge. 530 Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 531 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 532 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 533 Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 534 Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. 535 Providing and stacking of Ficus benjamina (green) of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge. 536 SHRUBS 537 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 538 Providing and stacking of Ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.. 539 Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.. 540 Providing and stacking of Tradescantia zebrina having in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 541 Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Poly bags & as per direction of the officer-in-charge. 542 Providing and stacking of Asparagus sprengeri of height 15 cm to 20 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.. 543 Providing and stacking of Ophiopogon jaburan ( variegated ), full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. 544 Providing and stacking of Washingtonia filifea palm stem ht. 120-135 cm with 8-10 healthy leaves lush green leaves well developed in big size HDPE Bags as per direction of the officer-in-charge 545 TOURIST FACILITATION 546 Resting Areas for Tourist (Benches) {MR} 547 Providing & fixing ofred Sandstone/MS bench size 1500mm length and 450mm and height 600 mm including foundation & support with all necessary T&P etc all complete as per design of direction in engineer/ Architect in charge. 548 Directional & Informative Signages (MR) 549 Providing and fixing StandAlone Signage in Marble/red sandstone of approved thickness with powder coated 10-12mm MS letters and illustration at desired locations with letters (in english, hindi and Braille)- etched, through cut, infilled or painted, also including the cost of design, fabrication and onsite installation with all the necessary accessories and equipments for fixing on any surface as per drawing and design approved from Architect in charge English: Helvetica Font with min. 36 size Hindi: Krutidev Fontwith min. 36 size 550 Signage-A 551 Signage-B 552 Signage-C 553 EXTERNAL SEWERAGE & EXTERNAL WATER SUPPLY WORKS 554 COST OF SEWERAGE WORKS 555 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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 a lead of 50 m. up to 1.50 m depth Pipes 80 mm to 300 mmdiameter 556 Pipes, cables etc. exceeding 300 mm dia butnot exceeding 600 mm 557 1.50 m to 3.00 m depth 558 Pipes, cables etc. exceeding 300 mm dia butnot exceeding 600 mm 559 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) 560 Depth not exceeding 1.5 meter 561 Depth 1.5 to3.00meter 562 Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. 563 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 564 150 mm.dia. RCCPipes 565 200 mm.dia. RCCPipes 566 250 mm.dia. RCCPipes 567 300 mm.dia. RCCPipes 568 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 569 150 mm.dia. RCCPipes 570 250 mm.dia. RCCPipes 571 300 mm.dia. RCCPipes 572 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line 573 Extra for depth for manholes:Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 574 Inside size 90x120cms and 90cms deep including CI 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 58kg). 575 With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line 576 Extra for depth for manholes:Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 577 Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel 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, all complete as per standard design : 578 2.30 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conformingto I.S. 12592, total weight of cover and frame to be notless than 182 kg. fixed in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) including centering, shuttering all complete.(Excavation, foot rests and 12 mm thick cement plaster atthe external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular)bricks of class designation 7.5 579 Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 580 Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 581 COST OF EXTERNAL WATER SUPPLY WORKS 582 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) 583 80mm nominal bore. 584 65mm nominal bore. 585 50mm nominal bore. 586 40mm nominal bore. 587 32mm nominal bore. 588 25mm nominal bore. 589 Supplying and fixing of specials for pressure pipe. 590 Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 591 80mm nominal bore. 592 65mm nominal bore. 593 50mm nominal bore. 594 40mm nominal bore. 595 32mm nominal bore. 596 25mm nominal bore. 597 Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 598 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 599 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design : 600 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 601 DRAINAGE NETWORK 602 Constructing brick masonary open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for filling haunches including 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design: 603 Drain 300 wide average.Depth 45 cm with R.C.C. slab 604 Drain 450 wide average.Depth 60 cm with R.C.C. slab 605 Drain 600 wide average.Depth 90 cm with R.C.C. slab 606 Transportation Charges of drilling equipment including assembly and other material as required. 607 Drilling of 675 mm. dia by rotary machine 608 Supply & laying of 350 mm. dia housing pipe (8 mm. thick) 609 Supply & laying of 200 mm. dia blind pipe (8 mm. thick) 610 Supply & laying of 200 mm. dia slotted pipe (8 mm. thick) 611 Supply & fixing of 350 mm. dia Socket 612 Supply & fixing of 200 mm. dia Socket 613 Supply & fixing of 200 mm. dia Bail plug 614 Supply & fixing of 350 mm. dia well cap 615 Supply & fixing of 350x200 mm. dia reducer. 616 Supply & fixing of 350 mm. dia housing clamp 617 Supply & Filling of pee gravel 2 mm. 4 mm. in side of bore after lower and development as required as per direction of E/I. 618 Development by air compressor including Transportation. 619 Development by O.P. Unit including Transportation. 620 Supply of submersible pump suitable for tube well capable of pumping clear and cold water free from chemical and directly coupled with electric moter operating of 415 volt suitable for 3 phase 50 cycle A.C. Supply of following duty condition: 621 A - Discharge of water in LPM 860 Approx size of discharge outlet in 80 mm. 622 B - Total Head of pump set 45 m. 623 Supply and fixing of finolex or equivalent ISI marked submersible copper cable of size 2x3x2.5 sq. mm. 624 Supply of control panel cubical type wall mounted vermin proof with internal wiring duly enameled painted and mechanically finished having L&T of qul. Male switch fuse unit with HRC fuses, Ameter, Boltmeter, Selector switch, phase indicating lamp with bulbs, instrument fuses, power capcitor single phase preventor etc. complete set with supply of Jyoti or eq. Air break Star- Delta motro starter suitable for above submersible pump set. 625 Supply of 80mm dia M.S. column pipe of class C both and socketed with heavy sockets in 3/6 meter length and one end flanged complete with interlocking arrangements. 626 Supply of 80mm dia M.S. column pipe clamps with nut, bolts, packing etc. 627 Supply of 80mm dia C.I. double flanged ISI mark reflex valve of updadhya or equ. Make. 628 Supply of 80mm dia C.I. double flanged ISI mark sluice valve with hand wheel of upadhya or equ. Make. 629 Supply of C.I. double flanged bend of 80mm dia i/c cost of material and labour. 630 Supply of 80mm dia C.I. tee heavy quality i/c cost of material. 631 Supply of Guru/Fibing or equivalent make pressure gauge. 632 Erection & commissioning of pumping plants complete along with electric wiring. 633 Supply of steel wire rope of 1/2 size 634 S/B of 600mm x 600 mm x 6.0 mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead on one no. 8 to 10 SWG GI wite in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. , pipe and G.I. wire will be extra) 30 cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal. coke and salt at least 150mm thick alround etc. as per directions of E/I complete in all respects as per drawing. 635 S/F of one number 8 to 6 SWG G.I. wire in 15mm dia G.I. Pipe for earthing, laid in ground or in wall duly concealed includingn the cost of cement, sand labour. T&P other material required for proper completion of the work as directed at site. 636 S/F of aluminium conductor PVC insulated armoured, served, sheathed cable 1100 volts grade at a depth of 750mmbelow ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and on top.On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by E/I complete in all respects The armoring of the cable shall be properly connected with the earth conductor by clamps etc. 637 16 sqmm x 4 core 638 BOUGHT OUT ITEM 639 Urban Litter Bins(MR) 640 Providing & fixing of SS Dustbin with sandstone claddingsize 487 x 399 x 1138 fixing on a foundation with base plate and wrapped with red sandstone from all sides of 75mm with all complete as per design of direction in engineer/ Architect in charge. 641 Specification of Y-Drinking Water(Receiving, storing, handling, shifting, installation, testing & commissioning ofWAE. AENON.45.CHA Pou Water Station C.A, RO Processing Capacity 25LPH, size: 466X580X1445, Watt; 220v/50Hz, Cooling 480w, Hot 450W, net weight 110kg, in material SS 304, with 3 tap: Cold 20 Ltr,Ambient-25Ltr including all accessories complete in all respect etc. (Make - Voltas or Equivalent)) 642 Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystalline silicon solar cells, net metering facility, necessary protections, earthing, mounted on Aluminium/GI structure of suitable strength with following components complete as required:-a) Solar Photovoltaic Module of capacity 330 Wp or above,anufactured in India,conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years.b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate ACPower with efficiency not less than 97%, total harmonic distortion less than 3% andsuitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency.c) Data Monitoring System complete with accessories. 643 d) Fixing of Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugsand other accessories etc. as required.e) Lightning and surge voltage protection.f) Connections & Interconnections by supplying & fixing required size XLPEinsulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. asrequired. 644 GST Extra as per applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
36.
Housing Urban and Rular Development #9456641 Technical Bid
Tender For Balance Work Tourist Facilitation Center At Lalapur District Chitrakoot (U.P.), 1 Balance Work Tourist Facilitation center at LalapurDistrict Chitrakoot (U.P.) 2 R.C.C. (M-20) work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, tools and plants etc. required for proper completion of the works. 3 First Floor 4 Second Floor 5 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete .R.C.C. columns(Concrete ofM-25 grade with minimum cement content of 330 kg /cum ) R.C.C. FOOTING 6 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete .R.C.C. columns(Concrete ofM-25 grade with minimum cement content of 330 kg /cum ) 7 First Floor 8 Second Floor 9 As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete) [M-20] 10 First Floor 11 Second Floor 12 As in item 6 but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) [M-20] 13 First Floor 14 Second Floor 15 Same as in item no. 11 above but in super-structure above plinth level including necessary cutting and moulding of brick work as required & also including honey combed brick work in thickness of wall more than one brick and for extra labour to above items. 16 First Floor 17 Second Floor 18 Same as in item no. 12 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. Second Floor 19 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 20 Above Plinth Lvl. 21 Second Floor 22 15mm thick cement plaster on rough side of single or half brick wall of mix in 1:4 (cement & coarse sand) in plinth. 23 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chambers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth. (1) 1 cement : 6 coarse sand 24 Ground Floor 25 First Floor 26 Second Floor 27 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 sand 28 Ground Floor 29 First Floor 30 Second Floor 31 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 32 Ground & First Floor 33 Second Floor 34 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 35 Providing and laying 8 to 10 mm thick ivory or light shade vitrified tiles of 600 x 600 mm size in flooring or skirting laid with cement mortar 1:3 (1 cement : 3 coarse sand) finished with cement slurry & with pigment grouting & polishing complete including supply of all materials, labour, T & P etc. required for proper completion the work excluding base concrete. 36 Ground Floor 37 First Floor 38 Second Floor 39 Providing and laying Polished Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade includingrubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 40 Providing and laying Polished Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade includingrubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 41 Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: 42 Supply and fixing 6 mm (1/4) thick China glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. required for proper completion of the work. 43 Ground & First Floor 44 Second Floor 45 Providing and laying brick coba 100 mm thick laid with M-150 class brick bat coba 7.50cm thick with gap of 15mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrelic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finised smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono tythic plaster wall up to 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonany Coba with top finised plaster mixed with acetic water proofing compound @ 2% by weight & including s/o all material, labour, T& P etc complete for proper completion of work. 46 Supply & fixing of flush doors commercial quality conforming to IS : 2202 Part I (1983) including fixing of wooden cleats & stoppers & including fixing & adjustment of hinges, bolts locks, handles, springs & other fittings but excluding their supply & including painting with two coats of black Japan paint on all iron fitting. Fitting with necessary screws to be supplied departmentally. 35 mm thick. 47 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 48 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 49 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 50 Providing & fixing of door / windows grill. Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.1 Fixed to steel windows by welding 51 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Angle iron chaukhat (40x40x5) 52 Fixing of Door, windows / ventilators chaukhats in position. 53 (a) Door chaukhats 54 (b) Window chaukhats 55 (c) Ventilator chaukhats 56 Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDMgasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For uPVC frame, sash and mullion extruded profilesminus 5%tolerancein dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Casement window single panel with S.S. friction hinges (300x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm andsingle glass pane glazing beadof appropriate dimension.(Area of window upto 0.75 sqm.) 57 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc.After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). 58 Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturers specification and direction of Engineer-in-charge. 59 Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5mm PVC sheet as panel. The styles & rails will be mitred cut, joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100mm x 8 mm complete as per manufacturers specifications & direction of Engg.-in-charge. Non decorative finish 60 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections & other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia & size, including necessary filling up the gaps at junctions, i.e. at top, bottom & sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engg.-in-charge. (Glazing, paneling & dash fasteners to be paid for separately) : Powder coated aluminium (minimum thickness of powder coating 50 micron) 61 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) 62 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. With 2nd class teak wood beading 62X19 mm 63 Polishing in high gloss/matt finish melamine clear polish on woodwork in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no.and then with sand paper of 160/180 nos.2. Applying two coats of sealer with spray gun and allowing sufficientdrying time for 1st coat and 2nd coat is allowed to dry for 8 to 12hrs.3. On drying of sealer coat, wet rubbing with emery cloth of finergrading with ample water to remove excess sealer layer andmake the surface further smooth after this wet rubbing, thensurface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete asper direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) 64 Same as above but on new wood surface. 65 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). 66 Ground Floor 67 First Floor 68 Second Floor 69 Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :Two coats. (For Internal wall surface & ceiling) (Asian Paint or equivalent) 70 Ground Floor 71 First Floor 72 Second Floor 73 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 74 Ground Floor 75 First Floor 76 Second Floor 77 Providing & fixing stainless steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc complete.(a) 300mm x 16mm 78 P/Fixing stainless steel tower bolts ISI marked to required colour or shade with necessary screws etc. 79 (a) 250 mm x 10mm 80 (b) 200 mm x 10mm 81 Providing & fixing stainless steel handles ISI marked to required colour or shade with necessary screws etc. complete. 125 mm 82 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 83 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge. Powder coated minimum thickness 50 micron aluminium tubular handle bar 84 Providing & fixing of Rolling shutters of approved design made of 80 x 125 mm (3 x 18 gauge) cold rolled MS lath interlocked throughout their entire length and jointed together at the end by end locks end mounted on specially designed pipe shaft with brackets, side guides & arrangements for inside and outside poking with push & pull operation complete but excluding the cost of top cover and spring. 85 Providing & fixing 27.5cm long wire spring grade No. 2 for rolling shutters. 86 Providing & fixing top cover for rolling shutters. 18 gauge. 87 Providing and fixing ball bearing for rollong shutters. 88 Providing & laying of light cinder filling under floor of toilets & other sunken roofs. 89 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 90 Construction of drain along with apron. 91 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). for ACP & STRUCTURAL GLAZING WORK 92 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm” 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml” 93 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 94 Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. 95 Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately): 96 Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc. 97 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes 98 Supplying and installation of Extruded Aluminium linear facade and curves not exceeding 3000mm radius with 150X50mm block and 100mm space along with top and bottom cover and capping for individual profiles, fixed on extruded aluminum rail 80mmX50mm powder coated with dulux Eelctro black ace (or any specified shade) spanning between supports of maximum distance of 1500mm with the help of Sainless steel Non slip barb, steel rivet- galvanised to class 3, aluminium clip coated with external grade Matt powder coating, including the cost of necessary fittings and fixtures etc. as per approved drawing and design from Architect in charge (make Citadel/ Woodform Architectural or equivalent) 99 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone 100 Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. 101 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately)Red sand stone - Exposed face machine cut and table rubbed with rough backing. 70 mm thick 102 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 103 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Wedge expansion type. Fastener with threaded dia 10 mm 104 Supplying, designing, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70 mm Red sandstone and 6-10mm powder coated MS sheet in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding, etching, buffing and polishing. The carving and molding work shall be of very good quality. The work to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architect in charge. 105 Centering and shuttering including strutting, propping etc. and removal of form for 106 Foundations, footings, bases of columns, etc. for mass concrete 107 Columns, Pillars, Piers, Abutments, Posts and Struts 108 SUB HEAD-I-SANITARY INSTALLATIONS 109 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid 110 Providing & fixing toilet paper holderC.P. brass 111 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 112 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap 113 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 114 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 115 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. 116 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 117 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 118 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern, jet & kitchen sink) 15 mm nominal bore 119 Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore 120 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm diameter 121 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. 15 mm nominal dia 122 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore 123 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not lessthan 190 gms. 124 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever requiredKitchen sink with drain board 510x1040 mm bowl depth 200 mm 125 Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete Flexible Pipe 32mm Dia 126 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15mm nominal bore 127 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15mm nominal bore 128 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. 129 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as perdirection of Engineer-in-charge and finished smooth. Granite Stone of approved shade 130 Providing and fixing of Kent Elite Plus Water Purifier (RO+UV+UF+TDS Control) with flow rate (50L/hr)including all its accessories, complete in all respect including testing etc. 131 Providing and fixing of Water Cooler (Voltas Make) including all its accessories, complete in all respect including testing etc. 132 Providing and fixing of storage type (pressurised type) electrichot water heater copper sheet container, 25 mm thickinsulation, stove enamelled M.S. jacket thermostatically controlled immersion heater with pilot neon lamp, suitable length of electrical cable and 15 amp 3 pin plug top, complete in all respect including testing etc. Capacity 25 Liters 133 SUB HEAD-II-WATER SUPPLY 134 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 135 Concealed work, including cutting chases and making good the walls etc. 136 For Internal Toilet 137 15 mm nominal outer dia Pipes 138 20 mm nominal outer dia Pipes 139 25 mm nominal outer dia Pipes 140 32 mm nominal outer dia Pipes 141 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. 142 Internal work - Exposed on wall 143 20 mm nominal bore 144 25 mm nominal bore 145 32 mm nominal bore 146 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 147 Terrace loop & Tank Filling Pipe 148 50 mm nominal bore 149 65 mm nominal bore (i/c two coat of synthetic enamel paint) 150 Supply, fixing, testing and commissioning of following Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve - IP65CB - 230VAC, as per specifications:- 151 Lehry Make Automatic OHT Level Control System Consist of Following Items 1) LEHRY Make On-Off Type Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve with CI Body & SS Disc 2) Level Float Switch- 5M 3) Control Box (a) IP 65 Finishing(250 x 160 x 115)mm (b) LED Lamps: Tank FULL, Tank EMPTY, Power (c) Power supply toggle switch (d) Accepts 230V Single Phase power supply and provides 24VAC to float switch and 230VAC to valve coil. (e) Accepts NO/NC feedback from float switch. 50mm 152 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 50mm diameter pipe 153 Providing, Fixing, Testing & Commissioning of XLPE Insulation of 9mm thickness on hot water supply pipes. Astral orequivalent approved complete in all respect as directed by Engineer-in-charge. 154 15mm dia (9 mm thickness) 155 20mm dia (9 mm thickness) 156 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore 157 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 158 For vertical pipe connection with terrace ringmain 159 20 mm nominal bore 160 25mm nominal bore 161 32mm nominal bore 162 50mm nominal bore 163 65mm nominal bore 164 Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mmof suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks. 165 25mm dia. 166 50mm dia. 167 65mm dia. 168 150mm dia. 169 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 dia (for rain water) 170 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 jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 171 Single Push Fit Coupler 172 110 mm dia 173 Single tee with door 174 110x110x110 mm 175 Plain bend 87.5 deg 176 110 mm dia 177 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm dia 178 Making khurras 45x45 cm 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 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 179 SUB HEAD : IV - INTERNAL DRAINAGE 180 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 181 Internal Toilet (Soil & Waste Pipe) 182 75 mm 183 110 mm 184 Exposed on Wall (Soil & Waste Pipe) 185 110 mm 186 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 187 Bend without door (87.5°) 188 110mm bend 189 Bend without door (45°) 190 100mm 191 75mm 192 Y Fitting without door 193 100mm 194 75mm 195 Reduced Y Fitting without door 196 100mm x 75mm 197 Single Tee without door 198 110mm 199 75 mm 200 Single Tee with door 201 110mm 202 Reduced Tee with door 203 110mm x 75mm 204 Coupler 205 110mm 206 Clean Out Plug (COP) 207 110mm 208 75 mm 209 Vent Cowl 210 110mm 211 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 212 For Wash basin & Urinal 213 50mm dia. Pipe 214 32mm dia. Pipe 215 Elbow (90°) 216 50mm 217 32mm 218 Elbow (45°) 219 50mm 220 32mm 221 T fitting 222 50mm 223 32mm 224 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge.110mm x 75mm x 50mm/40mm (Toilet) 225 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 226 110mm x 75mm (Toilet) 227 110mm x 75mm (Kitchen) 228 Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 229 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 150 x 100mm size P-type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 230 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 231 Excavating trenches of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m ncluding 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 a lead of 50 m. All kind of soil Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 232 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 100mm dia SWpipe 233 COST OF SEWERAGE WORKS 234 Excavating trenches in all kinds ofsoil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depthPipes 80 mm to 300 mmdiameter 235 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) Depth not exceeding 1.5 meter 236 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 150 mm.dia. RCCPipes 237 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 150 mm. dia. 238 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line 239 Extra for depth for manholes: 240 Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 241 Inside size 90x120cms and 90cms deep including CI 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 58kg).With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line 242 Extra for depth for manholes: Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 243 Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 244 Supply, installing, testing and commissioning of non clog submersible type drainage / dewatering pumpset 245 COST OF EXTERNAL WATER SUPPLY WORKS 246 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) 247 65mm nominal bore. 248 50mm nominal bore. 249 32mm nominal bore. 250 Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 251 65mm nominal bore. 252 50mm nominal bore. 253 32mm nominal bore. 254 Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 255 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 256 RAIN WATER HARVESTING 257 RECHARGE PITS 258 Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. 259 In all kind of soil upto 1.5m depth 260 In all kind of soil upto 1.5m to 3.0m. depth 261 In all kind of soil upto 3.0m to 4.5m. depth 262 In all kind of soil upto 4.5 m to 6.0m. depth 263 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 264 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 265 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 266 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 267 12mm cement plaster on rough side of single or half brick wall mix1:3 (1 cement : 3 Coarse sand) 268 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar 269 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter 270 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. Drilling of 300mm dia bore hole manually. 271 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia 272 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads& lifts, all complete as per direction of Engineer-in-charge. 273 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per directionof Engineer-in-charge. 274 Supplying, filling, spreading & leveling coarse sand of size range 1.5mm to 2 mm in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -incharge. 275 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction ofEngineer-in-charge. 276 DESILTING CHAMBER 277 Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. 278 In all kind of soil upto 1.5m depth 279 In all kind of soil upto 1.5m to 3.0m. depth 280 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 281 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 282 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 283 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 284 15mm cement plaster on rough side of single or half brick wall mix 1:3 (1 cement : 3 Coarse sand) 285 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar 286 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter 287 DRAINAGE NETWORK 288 Excavating trenches in all kinds ofsoil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depth Pipes 80 mm to 300 mmdiameter 289 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 150 mm.dia. RCCPipes 290 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 150 mm. dia. 291 Constructing brick masonry INSPECTION chamber 60x60x75 cm with bricks of class designation 50 in cement mortar 1:4 (1 cement : 4 coarse sand) including CI cover with frame LIGHT WEIGHT complete as perdesign. With FPS bricks 292 Constructing brick masonary open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for filling haunches including 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design: 293 Drain 300 wide average.Depth 45 cm with R.C.C. slab 294 Drain 450 wide average.Depth 45 cm with R.C.C. slab 295 SEPTIC TANK & SOAK PIT 296 Size :- Length = 7.50 M. Width = 2.65M Total Depth =3.00M 297 Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. 298 In all kind of soil upto 1.5m depth 299 In all kind of soil upto 1.5m to 3.0m. depth 300 In all kind of soil upto 3.0m to 4.5m. depth 301 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size) 302 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 303 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 304 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 305 12mm cement plaster on rough side of mix 1:3 (1 cement : 3 coarse sand) 306 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 307 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 308 Providing & fixing 75mm dia vent pipes. 309 Providing & fixing of 75mm dia cast iron terminal guard. 310 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 311 M.D. -10- Circular shape 500mm internal diameter 312 M.D. -2.5- Circular shape 450mm internal diameter 313 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks 314 CONSTRUCTIONOFTUBEWELL(suitable for 1000 lpm yield) 315 Transportation Charges of drilling equipment including assembly and other material as required. 316 Drilling of 675 mm. dia by rotary machine 317 Supply & laying of 350 mm. dia housing pipe (8 mm. thick) 318 Supply & laying of 200 mm. dia blind pipe (8 mm. thick) 319 Supply & laying of 200 mm. dia slotted pipe (8 mm. thick) 320 Supply & fixing of 350 mm. dia Socket 321 Supply & fixing of 200 mm. dia Socket 322 Supply & fixing of 200 mm. dia Bail plug 323 Supply & fixing of 350 mm. dia well cap 324 Supply & fixing of 350x200 mm. dia reducer. 325 Supply & fixing of 350 mm. dia housing clamp 326 Supply & Filling of pee gravel 2 mm. 4 mm. in side of bore after lower and development as required as per direction of E/I. 327 Development by air compressor including Transportation. 328 Development by O.P. Unit including Transportation. 329 Supply of submersible pump suitable for tube well capable of pumping clear and cold water free from chemical and directly coupled with electric moter operating of 415 volt suitable for 3 phase 50 cycle A.C. Supply of following duty condition. A - Discharge of water in LPM 860 Approx size of discharge outlet in 80 mm. B - Total Head of pump set 45 m. 330 Supply and fixing of finolex or equivalent ISI marked submersible copper cable of size 2x3x2.5 sq. mm. 331 Supply of control panel cubical type wall mounted vermin proof with internal wiring duly enameled painted and mechanically finished having L&T of qul. Male switch fuse unit with HRC fuses, Ameter, Boltmeter, Selector switch, phase indicating lamp with bulbs, instrument fuses, power capcitor single phase preventor etc. complete set with supply of Jyoti or eq. Air break Star- Delta motro starter suitable for above submersible pump set. 332 Supply of 80mm dia M.S. column pipe of class C both and socketed with heavy sockets in 3/6 meter length and one end flanged complete with interlocking arrangements. 333 Supply of 80mm dia M.S. column pipe clamps with nut, bolts, packing etc. 334 Supply of 80mm dia C.I. double flanged ISI mark reflex valve of updadhya or equ. Make. 335 Supply of 80mm dia C.I. double flanged ISI mark sluice valve with hand wheel of upadhya or equ. Make. 336 Supply of C.I. double flanged bend of 80mm dia i/c cost of material and labour. 337 Supply of 80mm dia C.I. tee heavy quality i/c cost of material. 338 Supply of Guru/Fibing or equivalent make pressure gauge. 339 Erection & commissioning of pumping plants complete along with electric wiring. 340 Supply of steel wire rope of 1/2 size 341 S/B of 600mm x 600 mm x 6.0 mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead on one no. 8 to 10 SWG GI wite in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. , pipe and G.I. wire will be extra) 30 cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal. coke and salt at least 150mm thick alround etc. as per directions of E/I complete in all respects as per drawing. 342 S/F of one number 8 to 6 SWG G.I. wire in 15mm dia G.I. Pipe for earthing, laid in ground or in wall duly concealed includingn the cost of cement, sand labour. T&P other material required for proper completion of the work as directed at site. 343 S/F of aluminium conductor PVC insulated armoured, served, sheathed cable 1100 volts grade at a depth of 750mmbelow ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and on top.On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by E/I complete in all respects The armoring of the cable shall be properly connected with the earth conductor by clamps etc. 16 sqmm x 4 core 344 FIRE FIGHTING SYSTEM 345 Excavating trenches of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m ncluding 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 a lead of 50 m. Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 346 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 100 mm nominal bore (pipe in pump room & external) 347 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904as required : 2 way - 100 mm dia M.S. Pipe (Siamese& draw out connection) 348 SUB HEAD-II: INTERNAL FIRE FIGHTING WORKS(HYDRANT SYSTEM) 349 Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump)(a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-F insulation, conforming to IS-325.(c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required.(d) Suitable cement concrete foundation duly plastered and with anti vibration pads.450 lpm at 35 m Head 350 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. (for terrace booster pump) 351 Providing and fixing in position the industrial type pressuregauges with gun metal / brass valves complete as required (for terrace booster pump) 352 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 100 mm dia. 353 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 100 mm dia. 354 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 355 80 mm nominal bore 356 100 mm nominal bore 357 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required :Single headed Gunmetal 358 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required.20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.40 m 359 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required :Gun metal 360 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required :Gun metal 361 Providingandfixing standard fire mans axe with heavy duty insulated rubber handle. 362 Providing of FHC Door made of 16 gauge MS Sheet with frame of size 105x70mm complete door and frame assembly including all hardwares (Concealed Flush handle,Allen Key Lock, MS Hinges, 5mm Thick Float glass) & accesories . The door to be painted with fire resistance paint. The scope shall also include the painting of the frame with the same paint as the shutter or complete as per direction of Engineer-in-charge.(Approx. size of door:900mm Wide & 1500mm Height) 363 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. 364 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. 365 SUB HEAD-III: FIRE EXTINGUSHER 366 Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 367 Supply and fixing of fire extinguisher, ABC Type 6.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 368 Providing and fixing Fire related signages printed on photoluminescent U1000 aluminium sheet of 1.0 mm (+-10%) containing Lumigen II as base chemical, covered under UV stablized coating and of appropriate sizeincluding fixing on wall, door, ceiling etc. with proper clamps, hangers, cleats, anchor fasteners etc. complete in all respects as directed by Engineer-in-charge. 369 SUB HEAD-IV: ELECTRICAL WORKS (For Terrace Pump) 370 Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. 3CX6Sqmm AL XLPE Cable 371 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire 3CX6Sqmm AL XLPE Cable 372 Fabricating & Supply, installing, testing and commissioning ofsheet steel clad floor mounting control panel having suitable size for control of 1 nos. booster pumps 5.5 KW/7.5HP each having suitable incoming MCCB, incoming voltmeter with selector switch and fuses. DOL Starter with hand reset overload cum single phase preventor type relay, Ammeters to read current in any one phase, alarm with reset push button which will automatically reset for the next cycle.(As per the Technical Specifications)(At Terrace floor) 373 Supplying and installing following size of perforated pre-painted M.S.cabletrayswithperforationnotmorethan17.5%,in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.150 mm width x 50mm depth x 1.6 mm thickness. 374 SCHEDULE OF QUANTITIES FOR ELECTRICAL WORKS 375 SUBHEAD I- WIRINGPOINTS 376 Wiring point for light with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box, piano type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash 377 Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sq.mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box , piano type switch & ceiling rose on 3 mm. thick backelite sheet etc., complete in all respect including matching colour wash. 378 Wiring point for 5Amp plug with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with14 SWG copper earth continuity wire and piano type switch and socket etc., complete in all respect including matching colour wash. 379 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points. 380 Addition for light / fan points with modular type switchin place of piono type switch. 381 Addition for plugpointswith modular type switchin place of piono type switch. 382 Addition for Exhaust fanpointswith modular type switchin place of piono type switch. 383 Supply and fixing of power plug with 15A/250 V flush type switch and 5 Pin 15 A/250V flush type universal socket in suitable M.S. box of 175mmx100x50mm size with phenolic laminated bakellite sheet cover 3mm thick fixed with brass machine screws and cup washer. 384 Supply and fixing of power plug with 20A/250 V flush type switch and 5 Pin 20 A/250V flush type universal socket in suitable M.S. box including supply of all material, labor T&P etc. required for proper completion of work. 385 Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FR PVC insulated 1100 V grade single core multistrand copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit complete, including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C. 386 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 387 Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 388 Supply and wiring of submain 2 number 10 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 6 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 389 Supply and wiring of submain 4 number 10 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 32mm dia PVC conduit partly concealed in wall and partly laid in slab along with two number 10 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 390 Supply and wiring of 4 number 16 sq. mm. PVC insulated 1100 V grade single core Copper conductor cable in 40 mm dia PVC conduit concealed in wall, with two number 10 sqmm single core Copper conductor cable as earth continuity wire drawn in coudit including matching colour wash etc., cable as earth contunity wire etc. complete in all respects. 391 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work( forTelephone) 392 SUBHEAD II-INSTALLATION OF LIGHT FIXTURES AND FANS 393 Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects. 394 Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. 395 Supply and fixing hexagonal/Round G.P. fan box of approved make made up of 1.0mm thick ISI Marked G.P. sheet spot weeldeed Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screewed fitted with 300mm round zink coted M.S Bar X 12mm & brand name should be embossed.Fixing with wiring conduit laid in the R.C.C roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. 396 Supply of Ceiling Fan with fan motor of A.C Permanent insulation, capacitor rating conforming BEE 5 star rating and IS:374/79 and also comply with IS: 1709/1984 with latest amendment. The rated voltage 220/240 volts, 50Hz, 1-ph AC the fan assemble should consists of down road blades, shackle canopies etc and with double ball bearing system.BEE 5 Star rated-1200mm sweep 397 Supplyfixingofelectronic fan regulator(Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. 398 Supply and fixing of recess/surface mounting round 24 to 32 Watt LED Down Lighter having Powder coated die cast aluminium housing with extended heat sink, diffuser/ Reflector and driver set complete in all respect.CAT- AAA 399 Supply and fixing of 1X1 recess/surface mounting 18 Watt to 20 Watt LED Down Lighter having Powder coated die cast aluminium housing with extended heat sink, diffuser/ Reflector and driver set completed in all respects.CAT- AAA 400 Supply & fixing of LED Tube Light with Metal heavy dutyBox type batten Light fitting 2 x 22 watt suitable for up to 2 x 22 watt LED Polycarbonate tube light complete including tube etc suitable for both surface & surface complete in all respects.(CAT: AAA) 401 Supply & fixing of LED Tube Light with Metal heavy dutyBox type batten Light fitting 1 x 22 watt suitable for up to 1 x 22 watt LED Polycarbonate tube light complete including tube etc suitable for both surface & surface complete in all respects.(CAT: AAA) 402 Supply & fixing of recess/Surface mounting round 6 to 8 watt, LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set, suitable for 24Hr continuous Operation,complete in all respect.(CAT: AAA) 403 Supply and fixing of water tight oblong 10 watt LED bulhead luminaire with driverr set confirming to IP 65 and above Protection complete in all respect.(CAT: AAA) 404 Supply and fixing ofbatten/angle holder complete all respect. 405 Supply and fixing of 3 Watt LED Path / Walkover luminaire having powder cotated die cast aluminium body with drive set . Confirming to IP 65 Protection complete in all respect.CAT-AAA 406 Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 40 to 50 Watt. Confirming to IP 65 protection complete in all respect.CAT-AAA 407 NON SCH. 408 Supply and fixing of 17 watt LED Mirror Light and complete in all respect. 409 Supply and fixing of 12 watt LED bulb complete in all respect. 410 Supply and fixing of 40 watt Tungsten Filament Antique Glass Light Incandescent Bulbs Vintage Base E27 Bulb Yellow Light. complete in all respect. 411 Supply and fixing of Dome Shape Pendent Light,complete in all respect, Make : Havells, Wipro, Philips ,Jaguar,Bajaj or Eq. 412 SUBHEAD III-DISTIBUTION BOARD 413 Supply and fixing of surface/flush mounting distribution boards with additional metal door without MCB complete in all respects.(CAT A) 414 8 Way SPN 415 12 Way SPN 416 6 Way TPN 417 8 Way TPN 418 4 Way VTPN 419 Supply and fixing of 6Amp to 32 Amp (10 KA)SP MCB in existing MCB, DB complete with connections as required. (CAT: A) 420 Supply fixing and making connection of following MCBS complete in all respects as per direction and satisfaction of engineer-in-charge.(CAT: A) 421 6 Amp. to 32 Amp. DP MCB (10 KA) C Curve(CAT: A) 422 40 Amp. TP MCB(CAT: A) 423 40 Amp. FP MCB(CAT: A) 424 63 Amp. FP MCB(CAT: A) 425 S&F and making connection of 25A 2 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge. 426 S&F and making connection of 40A 2 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge. 427 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. (CAT: A) 428 Non-Sch. 429 Supply fixing and making connection of following MCCBS complete in all respects as per direction and satisfaction of engineer-in-charge. 63 Amp. FP MCCB (25 KA) Thermal Magnetic release 430 SUBHEAD IV-CABLES 431 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc 432 300 sq. mm 3.5 core 433 185 sqmm3.5 core 434 35 sqmm3.5 core 435 25 sqmm3.5 core 436 6 sqmm3 core 437 Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of EngineerIncharge 438 300 sqmm3.5 core 439 185 sqmm3.5 core 440 35 sqmm3.5 core 441 25 sqmm3.5 core 442 6 sqmm3 core 443 Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 444 300 sqmm 445 185 sqmm 446 150 sqmm 447 95 sqmm 448 35 sqmm 449 25 sqmm 450 16 sqmm 451 6 sqmm 452 SUBHEAD V-EARTHING 453 Supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWG G.I.wire in 15mm dia G.I. pipe upto switch board (from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects. 454 Supply and burying of 600mm X 600mm X 3 mm copper Plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I pipe and funnel for watering and one earthing lead ofone no. 8SWG copper wire in 15 mm dia G.I pipe up to switch board ( from appron to switch board the cost of G.I pipe and copper wire will be extra) 30 cm square C.I frame with hinged cover masonry housingalternate layers of charcoal / coke and salt atleast 150mm thick alround etc. as per directions of Engineer in charge complete in all respects. 455 Supply and laying of 32mm x 6mm G.I. strip from earth electrode directly in the ground as required complete in all respects. 456 Supply and Laying of 32mm X 6 mm Copper strip from earth electrode directly in the ground as required complete in all respects.. 457 Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects. 458 Supply & fixing of two number 8 SWG G.I. wire in 15mm dia GI pipe for earthing purpose as required complete in all respects. 459 L.T. PANEL 460 Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCBs to be used.All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. 461 The minimum clearances between bus bars shall be as follows :Phase to phase - minimum 20mmPhase to neutral-minimum 15mmBUILDING MAIN LT PANELIncoming :1 No 250 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity1 No 200 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity1 No 125 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity1 No 63 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity1 No 200 Amp. 4P ATSMetering :1 Set of CTs one of 250/ 5Amp ratio for Multifunction Meter1 Set of CTs one of 200/ 5Amp ratio for Multifunction Meter1 Set of CTs one of 125/ 5Amp ratio for Multifunction Meter1 Set of CTs one of 63/ 5Amp ratio for Multifunction Meter4 Set of Phase Indication Lamp.Bus Bar :One (1) No. 300 Amp. FP aluminimum bus bar of suitable length.One (1) No. 160 Amp. FP aluminimum bus bar of suitable length.Outgoing :Phase indication lamps on each outgoing to be provided.100 Amps FP MCCB of 25KA - 2 No63 Amps FP MCCB of 25KA - 10 No40 Amps FP MCCB of 25KA - 1 No32 Amps DP MCB of 10KA - 2 NoSPARE & SPACEPanel described as above 462 METERING PANELIncoming :1 No 100 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking CapacityMetering :1 Set of CTs one of 100/ 5Amp ratio for Multifunction Meter1 Set of Phase Indication Lamp.Bus Bar :One (1) No. 120 Amp. FP aluminimum bus bar of suitable length.Outgoing :Phase indication lamps on each outgoing to be provided.63 Amps FP MCB of 10KA - 2 No32 Amps DP MCB of 10KA - 9 NoSingle Phase Energy Meter- 8 Nos.Three Phase Energy Meter- 1 Nos.SPARE & SPACEPanel described as above 463 SUBHEAD VII-TELEPHONE SYSTEM 464 S/F MODULAR BOXES, BASE & COVER PLATE :- 465 Supplying and fixingfollowing size/modules, GI box along with modular base& cover plate for modular switches in recess etc as required. 1 or 2 Module (75mm X 75 mm) 466 S/F MODULAR TYPE SWITCH / SOCKET :- 467 Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required. 468 Telephone socket outlet 469 TV Antenna socket outlet 470 Supplying and drawing telephone wire following pair 0.5 sqmm FR PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/recessed steel/PVC conduit as required. 2 Pair 471 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated,shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/recessed steel/PVC conduit as required. 472 Supplying and fixing modular blanking plate on the existing modular plate& switch box excluding modular plate as required 473 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. 1 run of cable 474 NON SCH. 475 Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required. RJ-45 Jack With Cat 6 -2M 476 Supplying telephone wire following pair 0.6 sqmm FR PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/recessed steel/PVC conduit as required. 5 Pair 477 S/f of 10 pair Junction Boxes for Floors and building with Krone connectors , with connection and punching of same 478 SUBHEAD VIII-CABLES TRAY & RACEWAY 479 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 480 100 mm wide x 50 mm depth x 1.6 mm thickness. 481 150 mm wide x 50 mm depth x 1.6 mm thickness. 482 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 483 100 mm wide x 50 mm depth x 1.6 mm thickness. 484 150 mm wide x 50 mm depth x 1.6 mm thickness. 485 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray Tee (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 486 100 mm wide x 50 mm depth x 1.6 mm thickness. 487 150 mm wide x 50 mm depth x 1.6 mm thickness. 488 Providing, Laying and Fixing following Dia RCC Pipe NP 2 Class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 ( 1 Cement : 2 fine sand)including trenching ( 75 cm) deep and refilling etc. as required. 150mm dia 489 NON SCH. 490 Providing and Laying unplastisized rigid PVC pipe conforming to IS:13592 type A including jointing , cuttingand making good the walls & floors as per requirement. 150mm 491 Supply of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required 492 300mm sweep. 493 600mm sweep. 494 Supply of AC 230/250 Volts, 50 Hz Wall fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required 300mm sweep. 495 Making of following size of Cable Chamber made of 230 mm thick brick work in cement mortar (1 cement : 6 sand) with PCC 100 mm thick PCC base plastering of inner and outer surface with cement mortar including providing of Heavy Duty C.I Cover complete with digging, refilling and removal of surplus soil complete as required. 900 mm x 900 mmx 1000 mm deep 496 (NON SCH) 497 Supplying, Installation and commissioning of AMF start silent type 50 KVA DG set comprising of suitable BHPdiesel engine directly coupledto 3 phase Model- 4K1080TAG2 Engine BHP-80 rated at 1500 RPM, Water Cooled, Four Stroke Electric Start 4 Cylinders Diesel Engine conforming to BS 5514 with capacity Of 10%, complete in all respects with all required safety devices, fittings, batteries, accessories, filters, residential type silencer, control panel, inbuilt diesel oil MS tank of 990 ltrs. capacity made of 2mm thick M.S. sheet complete with M.S. fuel piping, G.M. gate valves, supports, control cable between generating set and control panel, exhaust piping with asbestos roping, antivibration mounting pads, first filling of lubricant oil totally enclosed in air tight, dust proof, weather proof, powder coated cubical type, sound proof as per CPCB norms acoustic enclosure made of 2mm thick CRCA sheet with with heavy duty doors, lockable arrangement, sound proof insulation with high density rock/mineral polymer/fibre cloth and perforated CRCA sheets, suitable to reduce the sound level upto 75dba approx. at a distance of 1 mtrs. as per CPCB norms Complete with axial flow heavy duty exhaust fans for adequate ventilation exhaust of hot air etc including making of cement concrete foundation of 1: 2:4 (1 cement 2 sand and 4, 40mm graded stone aggregate) as per manufacturer recommendation complete as per specifications and conditions as required. (The diesel engine and alternator shall be so rated to deliver the specified output at site condition complete with control cable etc. as required. 498 SUBHEAD XI- Solar Photovoltaic Power Plant 499 Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystal line silicon solar cells, net metering facility, necessary protections, earthing, mounted on Aluminium /GI structure of suitable strength with following components complete as required:-a)Solar Photovoltaic Module of capacity 330Wp or above,manufactured in India, conforming to IS 14286/ IEC61215, IS/IEC61730-Part-1, IS/IEC61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV module sused in solar power plants /systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years.b) Power Conditioning Unit (PCU) of 350- 800 V DC Input voltage range and 400V AC, three phase, 4 wire,50Hz+/-2.5Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency.c) Data Monitoring System complete with accessories.d) Fixing of Array junction box & Main junction box with IP65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required.e) Lightning and surge voltage protection.f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/ conduit lugs and other accessories etc. as required. 500 ESTIMATE OFFOR 4.5 Mt. WIDE C.C. ROAD 501 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 including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge etc( PWD-251) 502 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metr etc(DSR 16.1)*0.8222 503 Supplying and stacking at site. 16.3.1 90 mm to 45 mm size stone aggregate etc and Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .(DSR 16.3.2 and 16.4)*0.8222 504 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,etc(DSR 16.43.2)*0.8345 505 Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners,etc(DSR 16.45)*0.8222 506 Providing and laying in position bitumen hot sealing compound for expansion joints etc. (DSR- 16.46.1*0.8222) Using grade A sealing compound. 507 TREMIX FLOORING IN PARKING AREA 508 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 including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge etc( dsr 2.1) 509 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metr etc dsr 16.1 510 Supplying and stacking at site. 16.3.1 90 mm to 45 mm size stone aggregate etc and Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .(dsr16.3.2 and 16.4) 511 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,etc(sor 16.43.2) 512 Providing and laying in position bitumen hot sealing compound for expansion joints etc. (DSR- 16.46.1*0.8681) Using grade A sealing compound. 513 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 514 [ LANDSCAPING WORK ] 515 Supplying and stacking sludge at site including royalty and carriage up to 1 km (sludge measured in stacks will be reduced by 8% for payment). 516 Carrigae of sludge upto 5 K.M. 517 Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured instacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm 518 Carrigae of manure upto 5 K.M. 519 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. 520 Spreading of sludge, dump manure or/and good earth in requiredthickness (cost of sludge dump manure or/and good earth to bepaid separately). 521 Digging holes in ordinary soil and refilling the same with theexcavated earth mixed with manure or sludge in the ratio of 2:1by volume (2 parts of stacked volume of earth after reduction by20% : 1 part of stacked volume of manure after reduction by 8%), flooding with water, dressing, including removal of rubbish and surplus earth, if any with all leads and lifts ( cost of manure, sludge or extra good earth if needed to be paid for separately). 522 Holes 0.9 m dia. and 0.90 m deep. 523 Providing & stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. 524 Providing & stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35cm as per direction of the officer-in-charge. 525 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). With grass Turf. 526 Sand Stone Pathway 527 Supplying & Laying of P.C.C. in 1:4:8 (1 Cement :4 Coarse sand: 8 stone aggregate 40 mm nominal size in base includinmg supply of all material labour T&P etc. 528 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone 529 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 530 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 531 [ COBBLE PATHWAY ] 532 Earth work in excavation 533 Excavation by Manual means 534 Surface dressing 535 P.C.C. 1:4:8 536 B/W in 1:4 ( 1Cement :4 Coarse sand) 537 12 mm plaster in 1:3 outer 538 12 mm plaster in 1:3 inner 539 Providing & fixing Cobble Stone Flooring (10X10X10)cm filling of joints in 1:3 Cement mortarwith matching colour pigments all complete specification & direction of Engineer in charge. 540 [ ABSTRACT OF COST - CHHATRI ] 541 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles 542 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 543 Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. 544 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 545 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters /sqm (5)Treatment of soil along external perimeter of building 7.5 liters/sqm. (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturers standard dilution) 546 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. 547 As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete). 548 As in item 6 but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete). 549 As in item 6 abovebut inR.C.C.Raft foundation and footingwithapproved stone ballast. (Using1:1.5:3Mix concrete). 550 As in item 6 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20. 551 M-150 brick work in 1:6 (one cement and six coarse sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 552 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 553 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement: 4 coarse sand) 554 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Red sand stone - exposed face fine dressed with roughbacking. 30 mm thick 555 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 556 Supplying, fabricating, transporting, hoisting and fixing in position good quality of 70 mm Red sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects. 557 Supply/FIXINGOF Installation Of Fountain 558 [ ABSTRACT OF COST - POND (SIZE - 30.0X 3.3 MT. ] 559 Earth workinexacavationintrenches for foundations in ordinarysoil (loan clay or sand) includingliftupto 1.5m and leadup to 30m.&including filling watering & ramming of excavated earthin to trenchesorintothespace between the building& thesidesof foundation trenchesor in totheplinth and removal & disposal of surplus excavated earthas directedbytheEngineer i/c upto adistanceof 30 m fromthe foundation trenches. 560 Providing and layingin cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost ofform-work,in foundation and floors. 561 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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size)(Footing) 562 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 563 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 564 Water proofing of pool as per spec.of DON building Chemicals. 565 Providing & fixing Glass Mosaic tiles in pond. 566 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab all colour and texture except black, Cherry/ Ruby red Area of slab over 0.50 sqm 567 Centering and shuttering including strutting, propping etc. and removal of form for. 568 Foundations, footings, bases of columns, etc. for mass concrete 569 Columns, Pillars, Piers, Abutments, Posts and Struts 570 Underground Sump 571 Supply installing , testing and commissioning of non clog submerssible tupe drainage/dewatering pumpset.Product Type: SUBMERSIBLE DRAINAGE PUMP Product ConfigurationPump Classification: Standard PumpComponent Materials Volute Material: Cast Iron FG 260 Impeller Material: Cast Iron FG 260Shaft Material: S.S AISI 410 Seal Material: Carbon/Ceramic/NBR/S.S 304 Motor Specifications Phase: 3 Voltage: 380-415VCable Length: Standard - 5 metresCable Length: Additional - 0 metres: 0Pipework Connection Float Switch: With Float Switch Solids Diameter LimitMaximum Solids Diameter: 10 mm Flow Rate = 205 LPM Each Pump Head = 9mEach Pump Set Detail = 1W+1S ( 2No. for LOWER GROUND TOILET) 572 Filling of carted earth. (230.13*4) 573 COST OF LIFT 13 PERSON 574 COST OF SOLAR PHOTO VOLTAIC PLANT 575 COST OF D.G.SET - 50 KVA 576 GST Extra as per applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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37.
Housing Urban and Rular Development #9448828 Technical Bid
Tender For Boundary Wall And Gardening Work Of The Park Situated Between The Lig Buildings Constructed In L-Block Of Anand Vihar Residential Scheme And Maintenance Work For 01 Year., 1 Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. (where machine can not be reach/move) PWD SOR SI NO 251(a)/2022 2 Cement concrete wikth 4 cm (1.1/2) gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supplt of all materials, labour and T&P etc. required for proper completion of the wrok. PWD SOR 2022/275 3 M-150 brick work in 1:4 one cement and four coarse sand of 2.20 F.M. mortar in foundation including supply of all materials, labour and T&P etc required for proper completion of the workPWD SOR 2022/305(a) 4 Cement concrete wikth 2 cm (1.1/2) gauge approved stone ballast, approved coarse sand and cement in the proportion of 4:2:1 including supplt of all materials, labour and T&P etc. required for proper completion of the wrok. PWD SOR 279(a)/2022 5 12 mm thick plaster with cement and fine sand of 1.25 fineness modules morter in 1:4 over brick work minimum thickness not to be less than 1 cm including supply of all materials, labour, tool and plants etc. required for proper completion of work PWD SOR 2022/584 6 Concrete with 4 cm. gauge brick ballast fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors including supply of all materials, labour, tools and plants etc required for proper completion of the workPWD SOR SI NO 273/2022 7 Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. SOR/2022/253 (Including 8km carteg) 8 M-150 brick work in 1:4 one cement and four coarse sand of 2.20 F.M. mortar in super structure including supply of all materials, labour and T&P etc required for proper completion of the workPWD SOR SI NO 305(a)+309+310/2022 9 Providing and fixing ferro cement R.CC. grill (AR) 10 Supply and Laying of iterlocking Tiles of80 mm thick including lavelling and dressing of surface up to required level and slopes over 30mm thick bed and filling joints with fine sand including cost of fine sand. labour T&P etc complete But excluding cost of Tile as directed by Engineer in charge. SOR-2022 S.N.20.13+26(i) 11 M.S. or Iron work of small size and section such as holding down bolts, hold fast, tie roads grating etc. wrought to required from Including supply of steel bolts, nuts wastage etc. and their fixing required for proper compeltion of the work. . S.O.R 2022/S.I-504 (approved rate in Green Arcade) 12 Finishing walls with water proofing cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials, labour, Tools & paint etc. required for . SOR-2022 SNo.660 13 Providing wall putty on new surface with approved quaility material of Berger/ J.K./Birla or similar make 2 coats. PWD SOR 2022/15.26 New 14 Painting or varnishing work in small areas or new wood work for every coat after first coat (Upto 1 square metre of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour, tools and plants etc required for proper completion of work paint to be used should confirm the ISI number 103-1950 PWD SOR SI NO 641 & 642/2022 15 Laying and Jointing PVC Pipe. Heading 16 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). DSR 2020/2.1 17 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : DSR 2020/2.4.1 Screened through sieve of I.S. designation 20 mm 18 Rough dressing the trenched ground including breaking clods. DSR 2020/2.5 19 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. DSR 2020/2.6 20 Fine dressing of the ground. DSR 2020/2.7 21 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). DSR 2020/2.8 22 Providing & laying Selection no. 1 grass turf with earth 50 mm to 60 mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge DSR/2020/2.34 23 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing ncludingremoval of rubbish and surplus earth, if any, with all leads and lifts (cost ofmanure, sludge or extra good earth if needed to be paid for separately) DSR 2020/2.14.4 Holes 45 cm dia, and 45 cm deep. 24 Laying and Jointing PVC Pipe. Heading 25 Providing and stacking of Clerodendrum inerme having ht. 25 cm to 30 cm multi branched in 20 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. DSR 2020/6.6 26 Providing and Displaying Fishtail palm well developed with fresh & healthy foliage leaves of ht 210 to 240cm Specimen in 35 cm Cement Pot as per direction of the officer-in-charge. DSR 2020/5.29 27 Providing and Displaying Bismarckia Palm 115 to 180 cm ht., well developed 12 and above good color fresh and healthy leaves in 40 cm Cement Pot as per direction of the officer-in-charge.DSR 2020/5.11 28 Providing and displaying of Raphis palm having ht. 75 cm to 90 cm with 12 to 15 equal suckers, well developed, full of fresh & healthy leaves from bottom to top in 25 cm size Earthen pot/Plastic pot & as per direction of the officer-in-charge. DSR 2020/3.76 29 Providing and stacking of Hibiscus rosasinensis of height 45-60 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge. DSR 2020/8.35 30 Providing and stacking of Tabernaemontana coronaria (Chandni single) of height 45-60 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge. DSR 2020/8.58 31 Providing and stacking of Tecoma gaudichaudi of height 45-60 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge. DSR 2020/8.67 32 Providing and Displaying Furcaria Variegated hybrid well developed with fresh & healthy foliage 20 and above attractive leaves in 35 cm Cement Pot as per direction of the officer-in-charge. DSR 2020/5.32 33 Supply of Insecticide Anti termite Chlorpyriphos 20% E.C in one litre packing at site includingh royality & carriage. DSR 2020/7022 34 Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc. including hoeing,weeding, pruning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers (whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & lawn mover and brush cutter with fuel and other T & P material/articles shall be provided by the contractor.) and as per direction of officer in charge. DSR/2020/2.40.5 Play grounds / Public parks (1Mali for 2.00Acre). For 12 Month 35 Supply of the RCC banches A.R.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 5
Uttar Pradesh View Result →
38.
Housing Urban and Rular Development #9446992 Technical Bid
Tender For Beatification And Tourism Development Work Of Baba Gopaldas Ghat At Sadar Distirct-Sitapur (U.P.)., 1 Beatification and Tourism Development work of Baba Gopaldas Ghat at Sadar Distirct-Sitapur (U.P.). 2 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. 3 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 4 Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. 5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). 6 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 7 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti- termite treatment (excluding the cost of chemical emulsion) :With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. 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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 9 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 sizederived from natural sources). Slab 10 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 sizederived from natural sources). Lintle 11 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 sizederived from natural sources). Beam 12 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - 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 de rived from natural sources) 13 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 sizederived from natural sources). Column 14 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) 15 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources). 16 Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 17 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) 18 Reinforcement for R.C.C. work including straingthening, cutting bending binding and placing in position complete 19 Class M-150 brick work in 1:4 cement coarse sand (of 2.5 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 20 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 21 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. Cement mortar 1:4 (1 cement :4 coarse sand) 22 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. 23 Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. 24 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Red sand stone - exposed face fine dressed with rough backing.30 mm thick 25 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 26 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 27 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) 28 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) 29 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 30 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster 31 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 32 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm 33 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm 34 Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade. (FLOORING) 35 Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade. (skirting) 36 Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 37 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Granite work 38 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: (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Single leaf. 39 Both side laminated 40 Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturers specification and direction of Engineer-in-charge. 41 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer-in-charge. Extruded section profile size 48x40 mm 42 including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.Note: For uPVC frame and sash extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. Three track three panels sliding window with two glazed & one wire mesh panels with alluminium channel for roller track, wool pile, nylon rollers with s.s. 304 body. Using R2 series with foame (70mm & above)x(40 mm & above) & both glazed and fly screen sash (25 mm & above)x(50mm & above with zinc alloy (zamak) powder coated touch lock with hook (Height up to 1.20 meter) 43 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 44 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)(Outer surface) 45 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. 46 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above 47 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 48 Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 49 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete (a) 300 mm x 10mm 50 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete (a) 200 mm x 10mm 51 Providing and fixing stainless steel handles with screws etc. complete (a) 150 mm 52 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 53 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Ordinary cement without any pigment 54 Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. 55 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits 56 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet,1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. 57 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces 58 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 59 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with greycement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25mm thik 60 Centering and shuttering including strutting, propping etc. and removal of form for : 61 Foundations, footings, bases of columns, etc. for mass concrete 62 Columns, Pillars, Piers, Abutments, Posts and Struts 63 Lintels, beams, plinth beams, girders, bressumers and cantilevers 64 Suspended floors, roofs, landings, balconies and access platform 65 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 66 Add for Shikhar 67 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size580x440 mm with integral type foot rests 68 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid 69 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. 70 Providing and fixing flexible 32mm dia P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 71 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 72 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brassincluding painting of fittings and brackets, cutting and making good the walls and floors wherever required b) Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern 73 Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade 74 Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge. 15mm nominal bore 75 Providing and fixing a) C.P. brass Toilet paper holder 76 Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. 77 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. 110mm diameter 78 Making khurras 45x45 cm 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 PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, punning,rounding the edges and making and finishing the outlet complete. 79 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good thewall etc. complete. 110mm 80 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 81 Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)around P.V.C /C.I. Soil and waste pipe including bed concrete as per standard design(embed ded in the flooring / ground) 110/75 mm diameter 82 Providing & fixing 32mm dia nominal bore G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. 83 Painting on 32mm dia nominal bore G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. 84 Providing and fixing 25mm dia nominal outer dia pipes 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 1.00m 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. 85 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 86 15mm dia nominal outer dia pipes 87 20mm dia nominal outer dia pipes 88 25mm dia nominal outer dia pipes 89 Providing and fixing 45 cm long unplasticised 15mm nominal bore PVC connection pipe with brass unions. 90 Providing & fixing 15mm nominal bore CP brass bib cock of approved quality conforming to IS 8931 91 Providing & fixing 15mm nominal bore C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 92 Providing & fixing 15mm nominal bore C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 93 Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 94 Providing and fixing 25mm dia nominal bore gun metal gate valve with wheel of approved quality. 95 Providing and fixing 32mm dia nominal bore gun metal gate valve with wheel of approved quality. 96 Providing and fixing 25 mm nominal bore ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 97 Providing and placing on terrace (at all floor levels) polyethylene water storage tank. IS: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. 98 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 99 Providing, laying and joining glazed stone ware 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. 150mm diameter 100 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 150mm diameterS.W. Pipe 101 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard designInside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 (i) For Sewer Line 102 Extra for depth of man hole size 90x80 cm 103 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar 104 Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before with supply and cost of other fIttlings such as elbow,bend,tee and y-tee,Cowel including supply of all marerial labour and T&P. Required for proper completion of work. 105 75 mm O.D. 106 110 mm O.D. 107 Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. 108 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular type switch, modular plate, suitable size G.I. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. 109 Wiring for circuit/sub-main wiring along with earth wire with the following size of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVCconduit as required. 110 2X1.5 sqmm + 1x1.5 sqmm earth wire 111 2X2.5 sqmm + 1x 2.5 sqmm earth wire 112 2X4.0 sqmm + 1x 4.0 sqmm earth wire 113 Supply and fixing of stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 114 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 115 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch,connection etc. as required. 116 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch,connection etc. as required. 117 Instalation, testing & commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLSCFL/LED lamps per fitting, complete with all accessories including connection etc. as required. 118 Supply and Fixing of 3 pin 5 A ceiling roses on the existing junction box/wooden block including connection etc as required. 119 Installation, testing and commissioning of prewired, flourescent fitting / compact fluorescent fitting of all types, complete with all accessories and tubes etc. directly on ceiling / wall, including connection with 1.5 sq. mm. PVC insulated, copper conductor, single core cable etc. as required. 120 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc.Including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 121 Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. 122 Installation, testing and commissioning of exhuast fan in the existing opening including making good the damage, connections etc as required. Upto 450mm sweep 123 Extra for fixing the louvers/shutter complete with frame fro exhaust fans for all sizes 124 Providing and fixing circular/Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/M.S. sheet box by means of 3.3 mm dia round headed screwed, one loc at the conrners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 125 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Disect Current(BLDC) motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value(CM/M/W) minimum 6, Air delivery minimum 210 Cum/Min, 350 RPM(tolerance as per IS: 374-2019), THD less than 10% remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise= 75 degree C(max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 126 Supplying and fixing followingway, Horizontal type three pole and neutral MCB distribution board, 415 volts on surface /recess completewith , tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators).4 way (4 + 12), Double door 127 Supplying and fixing followingway, Horizontal type three pole and neutral MCB distribution board, 415 volts on surface /recess completewith , tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators).8 wayDouble door 128 Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C series,miniature circuit breaker (MCB) suitable for inductive load offollowingpolesin the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. Single Pole 129 Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C series,miniature circuit breaker (MCB) suitable for inductive load offollowingpolesin the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. Double Pole 130 Supplying and fixing single pole, blanking plate in the existing MCB DB complete etc. as required. 131 Supply and fixing following rateing four pole, 415 V, isolator in the existing existingMCBDBcomplete with connections, testing andcommissioning etc. as required. 40 A 132 Suplying and fixing cable end box(Loose Wire Box) suitable for following triple pole and neutral, sheet steel, MCB distribution borad, 415 Volts, on surface/recess, complete with testing and commissoning ect. As required. For 4 way, Double Door TPNMCBDB 133 Earthing with GI earth pipe, 600 mm X 600 mm X 6 mm thick including accessories and providing masonary enclosure withcover platehavinglockingarrangement and watering pipe of 2.7 metre long etc, with charcoal/cock and salt as required. 134 Supplying and Laying of 25 mm X 3 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection / terminating with nut, bolt, spring, washer etc. as required.( jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 135 Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. Upto 35 sq. mm 136 Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 137 2 X 10 sqmm. (19mm) 138 4 X 10 sqmm. (25mm) 139 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and refilling etc as required. 100 mm Dia 140 Supply of following size of 1.1 KV grade multicore aluminium conductor PVC sheathed armoured cable as per IS 1554. Make-Polycab or Eq 10 sqmm 2 core 141 Supply of following size of 1.1 KV grade multicore aluminium conductor PVC sheathed armoured cable as per IS 1554. Make-Polycab or Eq 10 sqmm 4 core 142 Supply ofLED Tube Light with batten suitable for up to 1X20 watt LED tube light complete including tube etc. on surface/Pendent complete in all respect. Make-Philips or Eq 143 Supply of recess/Surface/Pendent mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set complete in all respects.Make-Philips or Eq 144 Supply ofservice bracket of 50mm. Dia 4 meter long fabricated from class B G.I. pipe complete with two bend, socket, wall clamps. 7/3.15 mm G.I. stay wire, stay insulators etc..complete in all respects. 145 Supply of LED street light fitting having die cast aluminium body and diffuser/reflector with driver set suitable for 75 watt to 90 Watt confirming to IP 66 protection complete in all respect.Make-Philips or Eq 146 Supply of 1x17 W miiror light complete in all respect 147 Supply of recess/Surface/Pendent mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set complete in all respects.Make-Philips or Eq 148 Supplyof AC 230/250 Volts, 50 Hz 55w 1400 rpm exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required.Make: Havells-STANDARD -Refresh Air-SPS 300mm sweep 149 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 150 Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 151 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. 152 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement , trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm nominal outer dia Pipes 153 20 mm nominal outer dia Pipes 154 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) 155 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.62 mm thick with 20 mm nominal size stone aggregate 156 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) 157 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 158 Making khurras 45x45 cm 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 PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. 159 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm diameter 160 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 161 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 162 Providing, laying and joining glazed stone ware 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. 150mm diameter 163 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 150mm diameterS.W. Pipe 164 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard designInside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 165 (i) For Sewer Line 166 Extra for depth of man hole size 90x80 cm 167 Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacturess permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. 168 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250mm diameter 169 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. Pipes, cables etc. not exceeding 80mm dia. 170 Provding and fixing gun metal non return valve of approved quality (screwed end) 50 mm nominal bore Vertical 171 Providing & fixing 32mm nominal bore. G.I. pipes complete with G.I. fittings includingtenching and refilling etc. External work 172 Providing & fixing 50mm nominal bore. G.I. pipes complete with G.I. fittings includingtenching and refilling etc. External work 173 Providing & fixing 32 mm diameter pipe sand of grading zone V or coaser grade alround the G.I. Pipes in external work. 174 Providing & fixing 50 mm diameter pipe sand of grading zone V or coaser grade alround the G.I. Pipes in external work. 175 Providing and fixing 32 mm nominal bore gate valve (with cap complete with bolts, nuts, rubber insertion etc. 176 Providing and fixing 50 mm nominal bore gate valve (with cap complete with bolts, nuts, rubber insertion etc. 177 Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With F.P.S. bricks 178 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 179 25 to 40 mm dia nominal bore 180 50 to 80 mm dia nominal bore 181 Supplying and stacking sludge at site including royalty and carriage up to 5 km (sludge measured in stacks will be reduced by 8% for payment). 182 Carrigae of sludge upto 5 K.M. 183 Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured instacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm 184 Carrigae of manure upto 5 K.M. 185 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. 186 Spreading of sludge, dump manure or/and good earth in requiredthickness (cost of sludge dump manure or/and good earth to bepaid separately). 187 Digging holes in ordinary soil and refilling the same with theexcavated earth mixed with manure or sludge in the ratio of 2:1by volume (2 parts of stacked volume of earth after reduction by20% : 1 part of stacked volume of manure after reduction by 8%), flooding with water, dressing, including removal of rubbish and surplus earth, if any with all leads and lifts ( cost of manure, sludge or extra good earth if needed to be paid for separately). Holes 0.9 m dia. and 0.90 m deep. 188 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water).Trees Plant 189 Providing and stacking of Bottle palm of ht. 210-240 cm bottom girth 30-35 cm well developed in big HDPE bags. 190 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 191 Providing and stacking of Foxtail palm of ht. 180-210 cm bottom girth 25- 30 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 192 Providing and stacking of Michelia champa (Golden Champa) of height 90- 105 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. 193 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). With grass Turf. 194 Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia. and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the treeguard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge. 195 Cost of Stone Writing 196 Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect.Cat- AAA 197 Supply and fixing of factory wired integral LED flood light luminaireswith die cast aluminium housing built with driver set suitbale for 40 to 50 Watt Conforming to IP 65/66 protection complete in all respect.(CAT-AAA) 198 Providing and Fixing of Solar Light 199 External W/S arrangement, T.W. boring of 150mm dia with 100mm dia P.V.C. pipe assembly, 1.5 H.P. submersible pump including supply of all accessories starter, panel etc. & pipe arrangement etc. 200 4 PVC pipe of ISI mark [14 Kg pressure] 201 P/F 2 GI pipe (B) class. 202 NYLon mesh for filter 203 Plastic dori 204 Solvent dori 205 4 End cap 206 4 Submersible Cap 207 2 MS clamp (Heavy) 208 2 Gl elbow. 209 2*6 GI nipple 210 1.5 HP 9 Stage Submersible Pump of ISI mark Withautomatic panel. 211 2.5 Sqm. Submersible cable. 212 Drilling Charges for 6 dia tubewell. 213 Pea Gravel 214 2 Ms Socket. 215 Cartage of material upto site. 216 GST Extra as applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
39.
Housing Urban and Rular Development #9446967 Technical Bid
Tender For Tourism Development And Beautification Of Arodidayi Temple At Village Anuthava, District Banda (U.P.), Tourism Development and Beautification of Arodidayi Temple at Village Anuthava, District Banda (U.P.) 2 INTERLOCKING TILE PATHWAY 3 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers in trenches, plinth, sides of foundation etc. complete. 4 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 5 Sand fillling under floor including supply of necessary quantity of sand from a distance not exceeding 8 km (5 miles) from the side of work & including watering, dressing etc. rate to include cost of labour and tools & Plants etc required for proper completion of the work . 6 Providing and laying in Cement concrete 8:4:1 ofnot less than strength of M150 stone ballast( 40 mm nominal size) 4 apprroved coarse sand :1 Cement and curing complete, including cost of form work in foundation and floors 7 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. 8 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 9 First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 10 SURFACE PARKING & ROAD 11 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers in trenches, plinth, sides of foundation etc. complete. 12 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 13 Sand fillling under floor including supply of necessary quantity of sand from a distance not exceeding 8 km (5 miles) from the side of work & including watering, dressing etc. rate to include cost of labour and tools & Plants etc required for proper completion of the work . 14 Providing and laying in Cement concrete 8:4:1 ofnot less than strength of M150 stone ballast( 40 mm nominal size) 4 apprroved coarse sand :1 Cement and curing complete,including cost of form work in foundation and floors 15 Construction of un-reinforced, dowel jointed at expansion and construction joint only, plaln cement concrete pavement, thickness as per design, over a prepared sub |base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not Tless than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene flm, wvedges, steel plates including levelling the formwork as per drawing), spreading the concrete wilh shovels, rakes, compacted using needle screed and plate vibrators and finished in continuous operation including provision of contraction and expansion construction joints, applying debonding strips, primer sealant, dowel bars, near approaches to bridge/culvert and construction joints,_ admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 16 Mildsteel or ironinplainworksuchas reinforcedconcrete orreinforced ,brick work (when not includedin anover all rates )wroughtto required shapeas necessary includingbendingforproper completion of theworkand includingsupplyof steelitswastage bend hooksand authorised overlapping shallbe measured upto floor two level. 17 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 18 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 19 First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 20 SAND STONE PAVING 21 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers in trenches, plinth, sides of foundation etc. complete. 22 Providing and laying in Cement concrete 8:4:1 ofnot less than strength of M150 stone ballast( 40 mm nominal size) 4 apprroved coarse sand :1 Cement and curing complete,including cost of form work in foundation and floors 23 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone 24 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.Red sand stone 25 SAND STONE BENCH 26 Providing & fixingSand Stone Ornamental Bench of approved design pattern (1200x450x450MM) and specifications includingc c 1 :2 :4 grouting, all materials, labour and T & P etc. required for proper completion of work as directed by engineer - in -charge 27 DUSTBIN 28 Fabrication and supply of Stainless Steel 304 grade, Sheet thickness = 1.2 mm, H=816mm OD = 374 mm,All around diamond shaped perforations, Pole Mounted with connector rods, Pole of OD = 75mm and fixing in (Size 600X600X600 ) MM of foundation block 1 :2 :4 including all materials, labor and T & P etc. required for proper completion of work as directed by engineer - in -charge 29 SINAGES 30 Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white orother colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge.Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm 31 Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-incharge.( Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).Overhead informatory road signage 32 LANDSCAPE & HORTICULTURE 33 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 34 Providing and stacking of Plant (As per Architect approval) height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.( Big Tree) 35 Providing and stacking of Plant (As per Architect approval) height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge..( MediumTree) 36 Providing and stacking of Plant (As per Architect approval) height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. ( Small Tree) 37 Providing and stacking of Plant (As per Architect approval) height 15 cm to 20 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.(Seasonal Trees). 38 Providing and stacking of Plant (As per Architect approval), full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. (Shrubs) 39 Trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications. 40 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 41 Supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment) 42 Mixing earth and manure in specified proportion or as directed. 43 Rough dressing the trenched ground including breaking the clods. 44 Fine dressing the ground 45 Spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 46 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 47 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge 48 DRINKING WATER RO SYSTEM WITH COOLAR 49 Supplying, testing , Installation of RO System 20 Ltr/ hour, Dimensions(mm) 410 (L) x 260 (W) x 520 (H), Body Material ABS Food Grade Plastic, Mounting Wall mounting, Input Power Supply Single Phase 100-250 V AC, 50-60 Hz, Total Power Consumption 60 W, Storage Capacity 9 L, etc all complete in direction of engineer in charge. 50 Supplying, testing , Installation of Stainless Steel Water Cooler with 20 L Cooling and Storage (Metallic), Colour Metallic Material Stainless Steel Item Display Dimensions 40 x 40 x 106 Centimeters Weight 30 Kilograms, 2 tap, Drain Pipe, etc all complete in direction of engineer in charge. 51 EXTERNAL LIGHTING 52 Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 75watt to 90 Watt. Confirming to IP66 Protection complete in all respect.CAT- AAA 53 Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. 54 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required 55 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. 56 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) 57 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shal l be properly connected with the earth conductor by clamps etc.6.00 Sqmm 4 Core 58 25.00 Sqmm 3.5 Core 59 70.00 Sqmm 3.5 Core 60 Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter, instrument fuses, current transormer etc. The board shall have suitable capacity electroytic alumininum busbars as per IS8623 istulate with heat shrink sleeving and mountend on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compression glands and indicating lamp on incoming etc. The job includes the grounting of the board as per direction of Engineer-in-Charge. All coutgoing switches of 100 Amp. and above will be provided with ampere metre current transformers and selector switches and instrument fuses etc. The switches board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A B & B-II and pedestal type for Cat-B and C only Incoming200 Amp. TPN-1 No Outgoing 100 Amp. TPN-1 No and 63 Amp. TPN-3 Nos. Cat. B. Cubicle Type 61 Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect.40 A TPN 62 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc. in the existing trench, complete as required. 63 mm dia (OD-63 mm & ID-51 mm nominal) 63 90 mm dia (OD-90 mm & ID-76 mm nominal) 64 Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect. CAT-AAA 65 ENTRANCE GATE 66 Earth work in excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5 m. & lead of 30 m. including filling, watering and ramming of excavated earth dressing of sides and ramming of bottoms filling of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth in 200 mm th. layers and getting out (removal of) the excavated surplus soil and disposal of surplus excavated soil as directed by engineer-in-charge up to a distance of 30 m from foundation trenches 67 Providing and laying Cement Concrete 1 :4 : 8 (1 Cement : 4 coarse sand : 8 graded stone agg.40 mm. nominal size) with cost of centring and shuttering in foundation and under floors including curing, supply of all materials, labour, T & P etc. required for proper completion of the work 68 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Raft Foundation & Footing excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. 69 As in item 3 abovebut inColumn withapproved stone ballast.(Using1:1.5:3Mix concrete) 70 As in item 3 but for thelighter beams i.e. having spans more than 6 m. (Using 1:1.5:3 Mix concrete) 71 Brick work with class 150 bricks in foundation & plinth in cement mortar 1: 4(1 cement : 4 coarse sand) including all materials, labour, proper curing and T & P etc. required for proper completion of work as directed by Engineer - in -charge. 72 Brick work in super-structure in 1:4 (1 Cement :4 Coarse sand ) above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honey combed brick work for wall of one brick thick etc all complete in direction of engineer in charge. 73 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 74 12mm cement plaster in single coat on Rough side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 3 Coarse sand. 75 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 30 mm thick Red Sand Stone 76 Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid). 77 Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge. 78 BOUNDRY WALL 79 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 80 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 81 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Footingexcluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. 82 Same as item no. 3 but for R.C.C Beam. 83 Same as item no. 3 but for R.C.C Column. 84 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. Fe-500 85 First Class brick work in 1:6 cement and coarse sand of 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (1:6 cement & coarse sand) 86 Brick work in super-structure in1:6 cement and coarse sand mortar in superstructure for wall thickness 230 cms & below brick work. 87 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 Coarse sand 88 Finishing walls with water-proofing on cement paint of approved make such as super snowcem, durrocem, robiacem, guttucem, supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials. 89 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of Grill & stair case railing 90 Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 91 SUBMERSIBLE BORING 92 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 300 mm dia 93 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.100 mm nominal size dia 94 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia 95 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. (0.785*0.4*0.4*90)-(0.785*0.2*0.2*90)=8.478 CUM 96 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 97 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :100 mm dia 98 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp. 99 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. 100 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 101 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 102 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 103 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 104 Supply of 100mm dia Johnson screen. 105 SEPTIC TANK & SOAK PIT 106 Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m depth 107 In all kind of soil upto 1.5m to 3.0m. depth 108 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:4:8 (1 cement : 4 coarse sand : 8 gradded stone aggregae 40mm nominal size) 109 Class 150 brick work in1:4cement and coarse sandof2.25fineness modulus mortar infoundation and plinth including supply ofall materials, labourand tools and plants etc. requiredforpropercompletion of the work. 110 R.C.C. work with cement approved coarse sand and 2 cm. (3/4) gauge approved stone ballast in the proportion of 1:1.5:3 (M-20) in slab excluding supply of reinforcement and its binding but B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc.required for proper completion of the work. Binding wire cost being included in the item 111 Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level. 112 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) 113 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar 114 Providing and fixing S.C.I. Tee 150 mm at the inlet and outlet of septic tank. 115 Providing and fixing soil, waste and vent pipes:75 mm diameter Sand cast iron S&S pipe as per IS: 1729 116 Providing & fixing of 75mm dia Sand cast iron S&S as per IS - 1729 terminal guard. 117 Providing & Fixing 75mm plane sand cast iron S&S bend of required drgtee. 118 Providing lead caulked joints to sand cast iron/ cetrifugally cast (squn) irons pipes & fitting of 50 mm dia 119 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter 120 Making soak pit 2.5 mtr dia 3.0 mtr depth 121 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 122 TOILET BLOCK 123 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 124 Filling available excavated 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 125 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work up to plinth level. 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) 126 R.c.c.work with cement approved coarse sand and2cm.(3/4) guage approved stoneballast in the proportion1:6, (1 cement : 6 aggregate)in lintels of doors and windows excluding supply ofand windows excluding supply of and windows excluding supplyof reinforcement and its fixing and binding thesame with24 BWG binding wireand including necessary centering and shuttering etc. and alsoincluding supplyof allmaterials,labourand toolsandplantsetc,required fo proper completion ofheworks.strengthof the concrete shall not beless than M-200. 127 As in item 4 above but forslabs (Using 1:1.5:3 Mix concrete) 128 As in item 4 but for the lighter beams i.e.having spans upto 6 m. (Using 1:1.5:3 Mix concrete) 129 As in item 4 but for the Footing (Using 1:1.5:3 Mix concrete) 130 As in item 4 but for the Column(Using 1:1.5:3 Mix concrete) 131 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia pile 132 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid)300 mm dia piles 133 Mildsteel or ironinplainworksuchas reinforcedconcrete orreinforced ,brick work (when not includedin anover all rates )wroughtto required shapeas necessary includingbendingforproper completion of theworkand includingsupplyof steelitswastage bend hooksand authorised overlapping shallbe measured upto floor two level. 134 Mild steel or iron workofGrill work etc.wroughttorequiredfromincluding supply ofsteel anditswastage includingcostof bolts, nuts if required forandwelding, grinding andmaking holes as required completion of workfabricationofholesdoors, chaukhats nosing. 135 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 136 Providingandinjectingchemical emulsion for preconstructional antitermite treatmentand creating a chemicalbarrier under andalroundthecolumn pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the theexternal perimeter ofbinding expansion joints, surroundingofpipesandconduitsetc, complete(plinth areaof the building at ground floor only shall be measuredas per I.S.6313(PartII 1981)Alderine emulsifiableconcentrate or anyotherapprovedmaterialsuch as Heptrachlor or chordancewillbeused.The rateof application ofchemical emulsion shallbe as follows : (1)Treatment for masonary & foundation 5 liters per / 100 sqm.(2) Back fill inimmediate contact with foundation 7.5 liters/100sqm (3) Treatment of topsurfaceof plinth filling 5 liters/100 sqm(4)Treatment junction ofwallandthe floor 7.5 liters/100 sqm (5)Treatmentofsoilalongexternal perimeter of building7.5liters/100sqm. (6) Treatment of soil under apronalong external perimter 5 liters/100 sqm 137 First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 138 M-150 brick work in 1:6 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mmthick 139 Same as in item no.13 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below 140 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: 35 mm thick including ISI marked Stainless Steel butt hingeswith necessary screws 141 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). Sal wood 142 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 143 Providing and fixing bright finished brass each butt each with necessary screws etc. complete 125x85x5.5mm(heavy type) 144 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10 mm 145 Providing and fixing bright finished brass door latch with necessary screws etc. complete. 300x16x5 mm 146 Providing and fixing bright finished brass handles with screws etc. complete. 125 mm 147 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 148 12mm thick plaster with cement mortar consisting of 1 part cement and6 part of approvedsand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work. 149 12mm thick plaster with cement mortar consisting of 1 part cement and6 part of approvedsand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work. 150 Applying Water proofing compound (Impermo of Snowcem India Ltd. ) in plaster work 1Sqm. Per Kg. 151 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 152 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matchingpigment etc, complete. 153 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 Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 154 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including primingcoat of exterior primer applied @ 2.20 kg/ 10 sqm 155 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 156 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 157 French spirit polishing:Two or more coats on works including a coat of wood filler. 158 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured 159 Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. 160 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement 50% Grey cement 161 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.10 x 60 mm 162 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long 163 Wiring point for light with 1.0 sq.mm FR P.V.C. insulated multistrandsingle core Copper Conductor cable in heavy gauge rigid steel conduit pipepartly concealedin wall&partlylaidin slab along with the reinforcement before concreting complete with 14 S.W.Gcopper earth continuity wire&piano typeswitchetc. complete in all respects. 164 Same as in item no. 1 but for fan. and light duty exhaust fan 165 Same as in item no. 1butfor 5ampplug point with piano type switch & socket etc. 166 Add for light / fan points with modular type switches in place of piano type switches 167 Add for plug point with modular switch & socket in place of piano type switch & socket 168 Supply & fixing of power plugwith20amp 250 volts flush type modular switchand 5 pin 20 amp 250 volts flush type universal modular socket on concealed MS box including supply of all material, labour T&P etc. required for proper completion of work 169 Supply & wiringofsubmainwithFR P.V.C. insulated1100 volts grade singlecorecopper conductorcable in heavygaugerigid steel coduit partly concealedinwall and partly laid inslab alongwith the reinforcement before concreting complete withone no. 14 SWGcopperearth continuity wire complete in all respects. 2 x 4 sq. mm.In 20 mm dia conduit. 170 2 x 10 sq. mm.In 25 mm dia conduit. 171 S/F of surface / flush mounting SPN Distribution board (Legrand Lexic) without MCB complete in all respects as directed at site by Engineer-in-charge. 12 WAYS 172 Supply & fixingof 6/10/16/20/25/32 amp. SP MCB (10 KA) (Legrand Lexic) 173 S/F of 40 Amp DP MCB (10 KA)(Legrand Lexic) 174 S/F of sheet steelenclosure for DP / TP / FP MCB with neutral link and earth terminal. 175 Supply&burryingof 600mm x 600mm x 6.0mm G.I. plate, vertically for earthing with its top at least 3 m below ground level complete 20mm dia. G.I.pipe and funnelforwatering and one earthing lead ofno. 8SWGG.I. wirein 15 mm dia. GI pipe uptoswitch board (from apron to switch boardthecost of GI pipe & GI wire willbeextra)300mm square C.I. box with hinged cover,masonary housing alternate layer of charcoal/coke and salt atleast 150mm thick alround etc. as per the direction of engineer in-charge complete in all respect . 176 Supplying & Laying of one number 8 SWG G. I. wirein 15 mm. dia. G. I.pipefor earthing, laidin groundor inwall duly concealedincludingthecostofcement, sand, labour, T&Pandothermaterial required for proper completion ofthework as directed at site. 177 Supply andlayingofISI marked aluminiumconductor PVC / XLPE insulated armoured,served,sheathed cable 1100volts gradeat 750mmbelow ground level overacushion of 75 mm thick sand around & protected with brick onsides & top on surfacethecablerunshallbe fixed on M.S. clamps etc. of suitablesize completeinallrespect. The armouring of the cable shall be properlyconnectedwith the earth conductor by clamps etc. 10 sqmm 2core 178 Supplyfixing of plam orpintypecopper tin plated cable socket (lug) tothecable leads, insulating with tapeand making connections etc. complete in all respects as per direction of Engineer-in-charge. 10 sq.mm. 179 Supply andfixing brass nickle plated compression glandsfor PVC insulated armoured,served,sheathed cable including rubber ring etc.completeinallrespect. The armouring of the cable shall be properlyconnectedwith the earth conductor. 10 sqmm 2core 180 Erection and testing of exhaust fan on the existing hole with suitable size of rag bolts nuts and washers etc complete in all respects. 181 Supply and fixing of 16 gauge MS drum duly painted including making hole in the wall for exhaust fan and finishing properly complete in all respect. 182 Supply & fixing of recess/surface/ pendent mounting round10 to 15 watt LED Down lighter having powder coated die cast aluminium housing with heat silk, diffuser/ reflector and driver set complete in all respect. 183 Supply & fixing ofLED tube light with batten suitable for upto 1x22 watt LED tube light fittings including tube on surface complete in all respect Cat- AAA 184 Supply & fixing of recess/ surface mounting round 24 watt to 32 watt LED down lighter having powder coated die cast alumnium housing with extended heat sink, diffuser / Reflector and driver set completed in all respect. 185 Supply, laying, jointing, testing and commissioning ofISI marked (IS : 14930, part 2) H.D.P.E. (DWC) Double wall Corrugated pipe for cable layinghaving corrugation on outer wall and plain smooth surface at inner side including transportation upto the site, jointing, providing and fixing all fittings i.e. sockets, couplers, reducers, end caps etc including excavation in all kind of soil upto 1 meter depth of suitable width with back filling of soil into trenches tocomplete the works in all respects. (Make : Duraline / Jain / AKG) 63 mm. ID / 78mm OD 186 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete (Make : Bajaj / Crompton / Havells) 300 mm sweep 900 rpm 187 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid 188 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fitting and fixtures completed including cutting and making good the walls and floors wherever required. White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests 189 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 190 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 32 mm dia (for wash basin) 191 40 mm dia(for sink and urinal) 192 Providing & Fixing 600 X 450 mm bevelled edge mirror of superiorglass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 193 Providing & fixing viterous china toilet paper holder. 194 Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal 195 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade 196 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms 197 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 198 Providing and fixing PTMT grating of approved quality and colour. Circular type:125 mm nominal dia with 25 mm waste hole 199 Providing & fixing soil, waste and vent pipes. a) 100mm dia centrifugally cast iron S & S pipe. 200 b)75mm dia centrifugally cast iron S & S pipe. 201 Providing lead Caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fittings of diameters. 100 mm 202 75 mm 203 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. a) for 100mm dia pipe. 204 b) for 75mm dia pipe. 205 Providing & fixingcast iron coller. a) 100mm dia. 206 b)75mm dia. 207 Providing & fixing upvc SWR bend confirming to IS -14735 110mm dia 208 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. a) 100mm 209 b) 75mm 210 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 100x100x100mm 211 75x75x75mm 212 Providing and fixingcast iron terminal guard. 100 mm 213 75 mm 214 Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). Internal work-Exposed on wall 15mm dia nominal bore 215 20mm dia nominal bore 216 25mm dia nominal bore 217 32mm dia nominal bore 218 Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work. 15mm dia nominal bore 219 20mm dia nominal bore 220 25mm dia nominal bore 221 32mm dia nominal bore 222 Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. (internal work)Exposed on wall a) 15mm dia nominal outer dia pipes 223 a) 20mm dia nominal outer dia pipes 224 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 25 mm nominal bore 225 32 mm nominal bore 226 Providing and fixing ballvalve (brass) of approved quality complete. (High or low pressure with plastic floats). 25 mm nominal bore 227 Providing&fixing15 mm nominal bore45 cm long unplasticised PVC connection pipewith brass unions. 228 Providing & fixing 15 mm nominal bore CP brass bib cockof approved quality conformingtoIS 8931. 229 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 230 Providing & fixing 15 mm nominal bore C.P brass angle valve for basin mixer and geyser points of approved quality conformingto IS8931. 231 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and makingnecessaryholes for inlet, outlet and overflow pipes but without fittingandbasesupportfor tank. 750 litres capacity 232 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter. 233 Providing, laying and joining glazed stone ware pipes grade Awith stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 150mm diameter 234 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 150mm diameter 235 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 (i) For Sewer Line 236 Providing and fixing square mouthS. W. Gully trapgrade `A complete with C.I. gratingbrickmasonry chamber with F.P.S bricks and water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 180 x 150 mm. size P type 237 Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacturess permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. 238 Supplying and fixing & Fixing Handicapped Toilet Accessories installation in grade 304 stainless steel, 2.0 mm wall thickness(Make Ozone/ Dorma/ Kitch).Providing & Fixing Lift-up Support Rail(L=600mm Ø35mm White) 239 Providing & Fixing Support Rail(L=600mm Ø35mm White) 240 Providing & Fixing Bathroom Handrail (L=300mm White) 241 Providing & Fixing Handrail (L=600mm White) 242 Providing & Fixing Door Handle (L=500mm White) 243 SANSCKRITIK STAGE 244 Excavation in foundation in ordinary soil ( Loam, Clay or sand requiring the use of special tools and plants such a pick axes subbals etc.), including lift upto 1.50 mtr and lead upto 30mtr and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in charge. upto a distance of 30mtrfrom the foundation trenches. 245 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Kms from the side of work and including watering dressing etc. rate to include cost of all material s, labour and T&P etc. required for proper completion of work. 246 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers in trenches, plinth, sides of foundation etc. complete. 247 Providing and laying in Cement concrete 1:4:8 (1 Cement : 4 apprroved coarse sand : 8 graded stone 40 mm nominal size)including supply of all materials lobour T&P etc. required for proper completion of the work and curing complete, also including cost of form work in foundation and floors 248 Providing and injecting chemical emulsion for Preconstructional antitermite treatment and creating a chemical barrier under and alround the column pitswall trenches basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints,surroundings of pipes and conduit etc. complete (Plinth area of the building at ground floor only shall be measuredas per I.S. 6313 (Part II 1981) Aldrine emulsifiable concentrate or any other approved material such as Hepthachlor or chlordance will be used. The rateof applications of chemical emulsion shall be as Follows :- (1) Treatment for Masonary & foundatiion 5 Liters per Sq.m. 2) Back fill in immediate contract with foundation 7.5 Litres per Sq.M. (3) Treatment of Top surface of plinth filling 5 Litres per Sq.M. (4) Treatment of soil along External Perimerter of Building 7.50 Litres per Sq.M. (5) Treatment of soil under Apron Along extrnal Perimeter 5 litres per sq.M 249 R.C.C. work with cement approved coarse sand and 2cm (3/4) gauge approved srone ballast in the proportion 1:1.5:3 (1Cement: 6 aggregate) in Lighter Beamexcluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-150 250 As in item 6 above but 1:1.5:3 for Slab 251 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 8mm to 32 mm dia bar Fe-500 252 Brick work with class 150 bricks in foundation & plinth in cement mortar 1: 6(1 cement : 6 coarse sand) including all materials, labour, proper curing and T & P etc. required for proper completion of work as directed by Engineer - in -charge. 253 12 mm thick cement plaster in single coat of fair side of single or half brick wall for interior plastering up to floor two level including internal rounded angles chamfers, and or rounded anglesnot exceeding 80 mm, in girth and finshed even and smooth.:1:6 (1 cement: 6 Coarse sand) , 254 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab colour black, Cherry/Ruby red Area of slab over 0.50 sqm 255 Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturers specifications & direction of Engineerin-Charge. 60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern. 256 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 257 MULTIPURPOSE HALL 258 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 259 Filling available excavated 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 260 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers in trenches, plinth, sides of foundation etc. complete. 261 Sand fillling under floor including supply of necessary quantity of sand from a distance not exceeding 8 km (5 miles) from the side of work & including watering, dressing etc. rate to include cost of labour and tools & Plants etc required for proper completion of the work . 262 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work up to plinth level. 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) 263 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum For Lintel Band 264 As in item 4 above but forslabsin M-25 265 As in item 4 but for the lighter beams in M-25 266 As in item 4 but for the Footing in M-25 267 As in item 4 but for the Column in M-25 268 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia pile 269 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 300 mm dia piles 270 Mildsteel or ironinplainworksuchas reinforcedconcrete orreinforced ,brick work (when not includedin anover all rates )wroughtto required shapeas necessary includingbendingforproper completion of theworkand includingsupplyof steelitswastage bend hooksand authorised overlapping shallbe measured upto floor two level. 271 Mild steel or iron workofGrill work etc.wroughttorequiredfromincluding supply ofsteel anditswastage includingcostof bolts, nuts if required forandwelding, grinding andmaking holes as required completion of workfabricationofholesdoors, chaukhats nosing. 272 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for massconcrete 273 Columns, Pillars, Piers, Abutments, Posts and Struts 274 Suspended floors, roofs, landings, balconies and accessplatform with water proof ply 12 mm thick 275 Lintels, beams, plinth beams, girders, bressumers andcantilevers with water proof ply 12 mm thick 276 Providingandinjectingchemical emulsion for preconstructional antitermite treatmentand creating a chemicalbarrier under andalroundthecolumn pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the theexternal perimeter ofbinding expansion joints, surroundingofpipesandconduitsetc, complete(plinth areaof the building at ground floor only shall be measuredas per I.S.6313(PartII 1981)Alderine emulsifiableconcentrate or anyotherapprovedmaterialsuch as Heptrachlor or chordancewillbeused.The rateof application ofchemical emulsion shallbe as follows : (1)Treatment for masonary & foundation 5 liters per / 100 sqm.(2) Back fill inimmediate contact with foundation 7.5 liters/100sqm (3) Treatment of topsurfaceof plinth filling 5 liters/100 sqm(4)Treatment junction ofwallandthe floor 7.5 liters/100 sqm (5)Treatmentofsoilalongexternal perimeter of building7.5liters/100sqm. (6) Treatment of soil under apronalong external perimter 5 liters/100 sqm 277 First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 278 M-150 brick work in 1:6 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mmthick 279 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: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 280 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). Sal wood 281 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Second class teak wood 35 mm thick 282 Providing and fixing bright finished brass each butt each with necessary screws etc. complete 125x85x5.5mm(heavy type) 283 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10 mm 284 Providing and fixing bright finished brass door latch with necessary screws etc. complete. 300x16x5 mm 285 Providing and fixing bright finished brass handles with screws etc. complete.125 mm 286 Providing and fixing bright finished brass hangging type floor door stoper with necessary screws etc. compelte. 287 12mm thick plaster with cement mortar consisting of 1 part cement and6 part of approvedsand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work. 288 12mm thick plaster with cement mortar consisting of 1 part cement and6 part of approvedsand mortar in 1:6 Minimum thickness not to be less than 10mm. Including supply of all materials, labour and T&P etc. required for proper completion of work. 289 Applying Water proofing compoundin plaster work 1Sqm. Per Kg. 290 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 291 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) 25 mm thick 292 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 293 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. 294 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including primingcoat of exterior primer applied @ 2.20 kg/ 10 sqm 295 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 296 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work 297 French spirit polishing:Two or more coats on works including a coat of wood filler. 298 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed withwater proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimumthickness at khurra as 65 mm. 299 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.10 x 60 mm 300 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long 301 Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately) Red sand stone - 30mm thick gang saw cut stone 302 Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid). 303 Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge. 304 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc.Red sand stone 305 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.Red sand stone 306 Wiring points for light with 1 sqmm.FR PVC insulated multistrand single core copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FR PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. 307 Same as item No.(1) but for fanandlight duty exhaust fan. 308 Same as item No.(1) but for5 Amp plug point with piano type switch and socket etc. 309 Supply and wiring of submain 2 number 2.5 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 1.5 sqmm FR PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 310 Supply and wiring of submain 2 number 4 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FR PVC insulated multistranded copper conductorcable as earth contunity wire etc. complete in all respects. 311 Supply and wiring of submain 2 number 6 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4.0 sqmm FR PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 312 Supply and wiring of submain with 4 number 10 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in32 mm dia heavy duty (2mm thick ) PVC conduitpartly concealed in wall and partly laid in slab along with reinforcement befor concreting with two number 10 SWG copper earth contunity wire including colour wash etc. complete in all respects. 4 X 10 sqmm 313 Supply and wiring of submain with 4 number 16 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in32 mm dia heavy duty (2mm thick ) PVC conduitpartly concealed in wall and partly laid in slab along with reinforcement befor concreting with two number 10 SWG copper earth contunity wire including colour wash etc. complete in all respects. 4 X 16sqmm 314 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work .( for Telephonepoints) 315 Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. down rod 19mm dia duly painted, complete in all respects. 316 Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. 317 S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work. 318 Supplyfixingofelectronic fan regulator 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. 319 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT-A 320 Supply & fixing of single wall light bracket made of brass on matching polishedMDFEG boardbrassincludingconnectionetc. as required. 321 Supply and fixing of recess/surface mounting round 24 Watt to 32 Watt LED Down Lighter having Powder coated die cast aluminium housing with extended heat sink, diffuser/ Reflector and driver set completed in all respects. CAT-A 322 Supply and fixing of recess/ Surface/ Pendent mounting round 10 to 15 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT-A 323 Construction of recess distribution board of all sizes including cutting of brick work providing lintel of suitable size & thickness plastering etc. with supply of all materials, labours, T & P etc. required for proper completion of work. 600x480x200 mm. size 324 Supply and fixing of factory fabricated M.S. box in existing sunk with Godrej type almirah cover with handle etc. fabricated from 18 SWG M.S. sheet duly painted with red oxide primer followedby two coats of synthetic enamel paint complete with necessary conduit entry and DP/TPN; fixing arrangement and provision for compartment for loose wires, openable housing on the top and hold fast etc. including supply of all material, labour and T & P etc. required for proper completion of the work.600x480x200 mm. size 325 Supply and fixing of flush/surface mounting distribution boards complete in all respects. 6 Way TPN 326 Supply and fixing of 240 volts L series miniature circuit breaker 6 Amp. To 32 Amp. (10 K A ) in existing MCB, DB complete with connections as required.6 - 32 amps. 327 Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge.40 Amp. 4 Pole MCB(10 KA) 328 63 Amp. 4 Pole MCB(10 KA) 329 Supply and fixing of power plug with 15A/250 V flush type switch and 3 Pin 15 A/250V flush type socket in suitable M.S. box of 175mmx100x50mm size Switch bakellite sheet cover 3mm thick fixed with brass machine screws and cup washer. 330 Supply & fixingof Sheet Steel Enclosure Surface/ Flush Mounting fitted With 20/32 Amp. 2Pin and earth metal clad scraping earth plug and socket complete in allrespects as per direction and satisfaction of engineer-in-charge. 331 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. 332 Supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWG G.I.wire in 15mm diaG.I. pipe upto switch board (from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects. 333 Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects. 334 Supply & fixing of two number 8 SWG G.I. wire for earthing purpose as required complete in all respects. 335 Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1100 Volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size.as per direction of Engineer-Incharge.complete in all respect The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 120 sqmm 3.5 core 336 Supply, installation, testing and commissioning of electrical pane, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.2mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCBs to be used. All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. OR outgoing as per site requirment 337 Supply and fixing of danger board fabricated from 10 gauge M.S. sheet as per I.E.rules. 338 Supply and laying of 1800mm x 900mm x 12mm thick chequered rubber matting of tested quality. 339 Providing and Laying unplastisized rigid PVC pipe conforming to IS:13592 type A including jointing , cuttingand making good the walls & floors as per requirement. 110mm 340 Supply and erection of AC 1200mm Sweep, 230/250 Volts, 50 Hz ceilling fan with regulater standar down rod, blades including connection etc. complete as required 341 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 pipes110 mm diameter 342 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. Coupler 110 mm 343 Shoe (Plain) 110 mm 344 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm 345 Making khurras 45x45 cm 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 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete 346 GST Extra as per applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
40.
Housing Urban and Rular Development #9446947 Technical Bid
Tender For Proposed Construction Eco-Tourism Development Of Dhandhraul Dam, Sonbhadra District-Sonbhadra, 1 Proposed Construction Eco-Tourism Development of Dhandhraul Dam, Sonbhadra District-Sonbhadra. 2 Civil 3 Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock 4 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 5 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 6 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 7 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) 8 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete:With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration 9 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 10 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 (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 11 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, 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 andreinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). 12 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources) 13 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) upto plinth level with :Cement mortar 1:6 (1 cement : 3 coarse sand) 14 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) 15 Providing and laying damp-proof course 25 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). 16 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 17 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) 18 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.Cement mortar 1:4 (1 cement :4 coarse sand) 19 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. 20 Providing and fixing specified wood frame work consisting of battens 50x25 mm fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete.Kiln seasoned and chemically treated hollock wood 21 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 22 Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :Raised and cut pointing 23 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 24 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 25 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarsesand. 26 12mm thick plaster in 1:3 on ceiling and soffitsof stairs upto floor two level. 27 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 28 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 Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 29 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 30 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 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 andfinishing complete as per direction of Engineer-in-charge.Size of Tile 600x600 mm 31 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to |.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc.complete.Size of Tile 600x600 mm 32 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick 33 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 34 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 35 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.Granite stone slab of colour black, Cherry/Ruby redArea of slab over 0.50 sqm 36 Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :Light shade pigment using white cement 37 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 38 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).Second class teak wood 39 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)Second class teak wood 40 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.Float glass panes 41 Second class teak wood 42 4 mm thick glass pane (weight not less than 10 kg/sqm). 43 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. 44 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:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 45 (a) Single leaf 46 Both side laminated 47 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works 48 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 @ 0.90 litre/10 sqm) 49 Wall Painting with plastic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats (For Internal wall surface) 50 Supply and Laying a water soluble penetrative solution for waterproofing of masonry building material & Nano technology based as it provides molecular level hydrophobicity to inorganic substrate .The product is based on organosilicon chemistry, hence reacts with the inorganic substrate surface, seals the surface uto a depth of 2-3 mm and provides long service life where Nano size allows penetration deep into substrate that provides 20+ years water repellency.(Zycosil/Pratt & Lamber or Equivalent) including cost of all materials, labour tools and plants etc. required for proper completion of the work. 51 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. 52 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 53 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 54 French spirit polishing :Two or more coats on new works including a coat of wood filler 55 Supply & fixing clay tiles of 10X16 inches on roof including the cost of Ridge, typical caly tile, edge tiles and inlcusion of glass tiles in color and finish as per drawing approved from Architect in charge, and supply of all materials labours & tools etc required for safe erection and cost of adhesive, waterproof membrane and MS frame of L profile/rectangular hollow sections required for fixing and supprting the tiles., also includes the cost of all the necessary fitting and required for completion of the work as per Engineer in charge. 56 Providing and fixing of wooden Jali, necessary brass screws etc. to suit shutter thickness complete. 57 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 58 Providing & fixing Stainless steel sliding door bolts with nuts and screws etc complete. (a) 250mm x 16mm . 59 Providing and fixing stainless steel tower bolts (barrel type) with necessary screws etc. complete 60 (a) 300 mm x 10mm 61 (b) 200 x 10mm 62 Providing and fixing stainless steel handles with screws etc. complete (a) 150 mm 63 Providing and fixing at all height false ceiling of 4 mm thick phenol bonded Bamboo Mat board (595x595 mm) conforming to IS:13958-1994 including providing and fixing of frame work made of GI angle 25x25x0.4 mm thick all around suitably fixed to wall with the help of dash fastener and hanger frame (600x600 mm c/c) made GI slotted Tee having powder coating on bottom side (30x25x0.3 mm thick for main member & 25x25x0.3 mm for cross member) connected to ceiling with 2.64 mm GI wire and anchor fastener at every junction and also including cost of making openings for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed all complete as per direction of Engineer-incharge. 64 Providing and fixing false ceiling at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.]. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.|. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per anufacturer’s specification and also including the cost of making openings for light fittings, grills,diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 65 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) 66 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes 67 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) 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 (5.5x 55 mm) 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. 68 Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram 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 : Gutter (600 mm over all girth) 69 Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram 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 - 600mm) 70 Centering and shuttering including strutting, propping etc. and removal of form for: 71 Foundations, footings, bases of columns, etc. for mass concrete 72 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick 73 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 74 Columns, Pillars, Piers, Abutments, Posts and Struts 75 Providing and fixing factory made door frame (single rebate) made out of solid foam PVC extruded profile of minimum 60 mm width and minimum 30 mm thickness, having homogenous fine cellular structure and integral smooth outer skin. The frame’s vertical and horizontal members to be mitered cut and joined together with PVC solvent adhesive / cement and both corners strengthened with fully threaded steel screws (of required size) fixed diagonally. The door frame is to be fixed to door jambs using 6 Nos. SS 304 grade minimum 8 mm dia CSK Phillips stainless steel self tapping screws/fasteners with PA6 grade polyamide sleeves both of required size, and gap if any between the door frame and the jamb must be filled with clear silicon, complete as per direction of the Engineer-in-Charge. 76 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (+ 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (+ 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x30 mm and 2 mm (+ 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multichambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+ 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge 77 Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. 78 Using R4 series with frame (115 mm & above) x (45 mm & above) & both glazed and fly screen sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi point locking system. (Height above 1.8m) 79 French spirit polishing :Two or more coats on new works including a coat of wood filler 80 Float glass panes4 mm thick glass pane (weight not less than 10kg/sqm). 81 ELECTRICAL- 82 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 83 Group - C 84 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 85 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 86 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 87 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 88 4 x 10 sq.mm + 2 x 6 sq.mm. earth wire 89 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. 90 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 91 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 92 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 93 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 94 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 95 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 96 Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored) 97 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 98 Upto 450 mm sweep 99 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 100 Supply of Recessed mounting 2x2 feet 36W LED , suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 101 Supply of Recess/Surface mounting 2x2 feet 24 to 30W LED , suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 102 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver). 103 Supply of Recess mounting round 6 Watt 10 Watt , LED Down Lighter, suitable for 24Hr Continuous Operation, 660-1100 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 104 Supply of Recess mounting round 12 Watt 15 Watt ,suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect 105 Supplying of 9 Watt 4 Star LED Wall Light Blub complete in all respect. 106 Supplying of 9 Watt Decorative LED Wall Light complete in all respect. 107 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 108 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 109 300mm EXHAUST FAN 110 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 111 4 Way Double door 112 6 way Double door 113 Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required 114 40 amps TP MCB 115 40 amps 4P MCB 116 63 amps 4P MCB 117 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB),having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. As required. 118 25 amps 119 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 120 Single pole 121 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 122 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 123 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 124 Providing and laying earth connection from earth electrodewith 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earthelectrode including connection with G.I. thimble excavation andre-filling as required. 125 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 126 Up to 35 sq.mm. 127 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 128 Upto 35 sq. mm (clamped with 1mm thick saddle 129 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 130 4 x 25 sq.mm 131 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 132 3½ X 25 sq. mm (28mm) 133 Supplying of 9 Watt 4 Star LED Wall Light Blub complete in all respect. 134 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameterand 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cementcomplete as per standard design : 135 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 136 EXT ELECTRIFICATION. 137 Supply & Erection of factory fabricated & wired metal clad dust and vermin proof mounting, M.S Channel Base with botom and top cable entreis Electrical control panel with TPN ACB (65KA, 4 Pole Elect draw out Micor Processer Release IPR2) and TPN MCCBs (four Pole 36 KA with thermal magnatic release) switches and instrument chamber etc. complete in all respect. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter, Selector switches for ammeter and Voltmeter, instrument fuses current transformer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches enty boxes shall be complete with suitable cable end boxes reverse. The job includes the grounting of the board as per directions of Engineer-in-charge. All out goings of 100 Amp. and above will be provided with Amp. Metre, curent transformer and selector switches etc. and insurment fuse The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubical type switch board shall be of cat A & B only. 138 FEEDER PANEL 139 Incoming : 140 One No 160 Amp. 4P MCCB of 35KABreaking capacity 141 Metering : 142 One (1) No. SetsMultifunction Meter each incoming 143 One (1) No. of Phase Indication Lamp each incoming 144 Bus Bar : 145 One (1) No. 200 Amp.TPN aluminimum bus bar of suitable length. 146 Outgoing : 147 Phase indication lamps on each outgoing to be provided. 148 63 Amps FP MCB of 10KA - 1 No 149 16 Amps DP MCB of 10KA - 15 No 150 2 No. SPACE & SPARE 151 Panel described as above 152 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each 153 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required 154 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 155 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 156 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 157 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 158 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 159 Up to 35 sq.mm. 160 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 161 3.5 x 70 sq.mm 162 3 x 6 sq.mm, 163 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 164 2 X 6 sq. mm (19mm) 165 3½ X 70 sq. mm (38mm) 166 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 167 100mm dia 168 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 169 90 mm dia (OD-90 mm & ID-76 mm nominal) 170 ProvidingandfixingHT danger notice plate 250 mm x 200 mm made of mild steel at least 2mmthick &vitreousenamelledwhiteon bothsides and withinscription insignalred colouronfront side as required. 171 Supplying andFixing of Fire buckets, round bottom made of G.I. Sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand, water as per directions of Engineer-in-charge. 172 Supply and fixing of fire extinguishers, ABC Type 9.00 kg. capacity(ISI Marked IS : 15683 & TAC approved)complete with initial charges and wall bracket, along with supply of all materials and labour for proper completion of work. 173 Supply and fixing of CO2 typefire extinguishers, 4.50 kg. capacity(ISI Marked IS : 2878 & TAC approved)complete with initial charges and wall bracket, along with supply of all materials and labour for proper completion of work. 174 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 175 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 176 Supplying, installation & testing of 7.0 m high octagonal GI pole with single arm as per approved sample made from 3 mm sheet steel (Grade S 355 J0) with top diameter as 75mm and bottom dia as 150mm and base plate of 240x240x16 mm with suitable slot shaped holes for mounting the same on a shallow foundation, GI weather proof junction box with 16A SP MCB, loop-in-loop out terminals for 2nos. 2Cx6 sq.mm YWY cables and 2x2.5 sq.mm copper conductor from junction box to fitting and connected accessories as required etc. 177 Supply and fixing of LED Street light Fitting with mandatory driver set having die cast aluminium body and lenses suitable for 45Watt. to 50 Watt andConfirming to IP66 protectionhaving Company LOGO Engravedcomplete in all respect with 4000-5000 system lumens High Power LED with lenses, >110lm/W, PF>0.95, THD <10% at full load, CRI>70, Avg Life Class 50000Hrs@L70,fitting itself suitable for 60-65mm OD pipe 178 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 179 Double pole 180 S & F cast aluminium 4 mtr. Pole for post top light complete as required. 181 Supply and fixing of decorative 30 to 40 Watt LED Post top indirect light luminaire having Pressure die cast aluminium body and Clear glass with driver set confirming to IP 65 and above protection complete in all respect. Make Havells 182 Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect 183 Supply and fixing of 9 Watt LED Inground UpLight luminaire Confirming to IP 66 Protection complete in all respect. 184 Supply and fixing of 3 Watt to 10 Watt LED Step light luminaire having powder cotated die cast aluminium body with drive set . Confirming to IP 66 Protection complete in all respect. 185 Supply & fixing of 16 mtr High mast shaft with 8 Nos. 300W LED light of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 310 mm base plate 25 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 luminaries & its control gear boxes 0.75 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc, completee in all respect. 186 Supplying,installation,testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required. 187 1 output per phase and suitable for single phase supply 188 Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. 189 Above 6.5 metre and upto 8.0 metre 190 Supplying and embedding following dia G.I. pipe (medium class)in pole collar/ foundation (during casting) for cable entryincluding bending the pipe to the required shape complete asrequired 191 32 mm dia 192 Supply, Installation, Testing and Commissioning of LED RGB/RGBW flood lighting luminaire for facade lighting with Die-cast aluminium housing, powder coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/ Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270V AC, 50Hz with power factor>0.9. Fixture shall be suitable to operate atanambient temperaturerangeof-10°Cto+50°Candshallbe IP65andIK06rated.LifetimeshallbeatleastL70:50000burninghoursat50°C.LuminaireshallbeconformingtoBIS(IS10322)andshallbecompletewithallnecessaryaccessoriesrequiredforproperworkingoffixtureincludingweatherproofconnectioncables,waterproofconnectorsetc. as required. 193 45W /40W 194 PLUMBERING. 195 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 196 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. 197 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 198 W.C. pan with ISI marked white solid plastic seat and lid 199 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: 200 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 201 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 202 Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern 203 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: 204 Kitchen sink without drain board 205 510x1040 mm bowl depth 250 mm 206 Providing & fixing stone slab table rubbed, edges rounded and polished of size 75 X 50cm deep and 1.8 cm thick fixed in urinal patitions by cutting chase of appropriate width with chase cutter and embedding the stone in chase with epoxy grout or with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregste 6mm nominal size) as per Engineer-in-charge and finished smooth 207 Granite stone of approved shade 208 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 209 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 210 Flexible pipe 211 i) 32 mm dia 212 ii) 40 mm dia 213 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 214 Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. 215 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 216 Circular shape 450 mm dia 217 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 218 Providing and fixing toilet paper holder : 219 C.P. brass 220 Providing and fixing soil, waste and vent pipes :100 mm diaCentrifugally cast (spun) iron socket &spigot (S&S) pipe as per IS: 3989 221 75 mm O.D. 222 100 mm O.D. 223 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 224 75 mm 225 110 mm 226 Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : 227 75 mm O.D. 228 110 mm O.D. 229 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 230 75 mm 231 110 mm 232 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. 233 Shoe (Plain) 234 75 mm Shoe 235 110 mm Shoe 236 Providing and fixing plain bend of required degree. Sand cast iron S&S as per IS - 3989 237 75 mm size 238 110 mm size 239 Providing and fixing heel rest sanitary bend Sand cast iron S&S as per IS - 3989 240 75 mm size 241 110 mm size 242 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. Sand cast iron S&S as per IS - 3989 243 75 mm size 244 100 mm size 245 Providing and fixing terminal guard : Sand cast iron S&S as per IS - 3989 246 75 mm 247 100 mm 248 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 249 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall 250 20 mm nominal outer dia pipes 251 25 mm nominal outer dia pipes 252 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. 253 Internal work - Exposed on wall 254 20 mm nominal outer dia Pipes 255 25 mm nominal outer dia Pipes 256 32 mm nominal outer dia Pipes 257 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 258 15 mm nominal outer dia pipes 259 20 mm nominal outer dia pipes 260 Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. External work 261 40 mm dia, nominal bore 262 50 mm dia, nominal bore 263 Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 264 25mm dia, nominal bore 265 Providing and fixing uplasticised PVC connection pipe with brass unions : 266 45 cm length 267 15 mm nominal bore 268 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (internal work -exposed on walls) 269 20 mm nominal outer dia pipes 270 25 mm nominal outer dia pipes 271 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 272 20 mm nominal bore 273 Providing and fixingG.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 274 15mm nominal bore 275 20mm nominal bore 276 25mm nominal bore 277 32mm nominal bore 278 Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931 279 15mm nominal bore 280 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 281 15mm nominal bore 282 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 a) 15 mm nominal bore. 283 15 mm nominal bore 284 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 285 Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : 286 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. 287 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 : 288 150 mm O.D. 289 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 290 110/100 mm diameter pipe 291 160/150 mm diameter pipe 292 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 180x150 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 293 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab 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) Fisnihed with a floating coat of neat cement complete as per standard design : 294 Inside size 90x80 cm and 45 cm deep including C.I. coverwith frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 295 Extra over Item No. 24.27 for every additional depth of 0.10 metre or part there of main hole. 296 (a) Size 900 x 800 mmWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 297 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 298 75 mm 299 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 300 Bend without door (87.5°) 100MM BEBD 301 Bend without door (45°) 100mm 302 75mm 303 Y Fitting without door 100mm 304 75mm 305 Reduced Y Fitting without door 100mm x 75mm 306 Single Tee without door 110mm 307 75 mm 308 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 309 32mm dia. Pipe Elbow (90°) 310 32mm 45 311 Elbow (45°) 32mm 312 T fitting 32mm 313 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 314 110mm x 75mm x 50mm/40mm (Toilet) 315 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 316 110mm x 75mm (Toilet) 317 FACAD LIGHTING. 318 Supply of 1000mm long rigid architectural Dynamic RGBWLED Linear wall washer light with housing made of Extruded aluminium& die-cast aluminium end caps. The luminaire shall have electrostatically applied polyester powder coating finish.The luminaire’s integrated brackets shall be made of extruded aluminium & the same shall be so designed that the luminaire can be tilted from -90° to +15°. The luminaire shall have IP66 protection.The fixture shall havebeam angleAssymteric beamthe lens shall be made of anti-aging & anti UV PMMA/ PC material.The optical cover shall be made of IK06 rated. The LEDs shall have minimum CRI ≥80 for white light & shall have SDCM≤3. The fixtures shall be installed with IP67 connectors. The luminaire shall have system wattage range between 35-40W and fixture should be operated with 24V IP66 external DC driver for ease of maintenance. Fixture shall be specially designed and able to sustain the operating temperature range of 0°C to 45°C . The luminaire shall have declared life of 35,000 burning hours at L70.The luminaire should have loop in loop out provision for power and DMX Signal.Luminaire shall have 4 DMX channel with Integrated DMX decoder The luminaire shall have class I insulation.The luminaire shall be compatible with DMX512 controller. The luminaire shall be capable of 8-bit control of RED, Green, Blue & White (W=4000K) to produce 16.7million colours. Following certifications/reports to be submitted : product data sheets, LM79 report from NABL accredited lab, illuminance diagram, polar curve & LM80 report issued by LED manufacturer and type test reports with BIS certificate.Fixture, driver and other accesories should be of same make.The luminaire shall be supplied with necessary connectors for connecting lead/jump cables & necessary endplates/covers.Philips Color kinetics / Wipro/Iguzzini/Ligman Lighting 319 Supply of Circular shape architectural throw adjustable Dynamic RGBWLED flood light withhousing made of Die-cast aluminium. The luminaire shall have electrostatically applied polyester powder coating finish. The luminaire shall be so designed that the luminaire can be tilted to ±90°. The bracket shall have locking mechanism to fix & secure the desired tilt angle. The luminaire shall haveproper IP66 protection. The fixture shall have 15 to 60 degree beam angle the lens shall be made of anti-aging & anti UV-PMMA / PC material should be IK06 rated. The LEDs shall have minimum CRI ≥80 for white light & shall have SDCM≤3. The fixtures shall be installed with have IP67 connectors. The luminaire shall have system wattage range 20W-25W . Fixture should be operated with 24V IP66 external DC driver for ease of maintenance. Fixture shall be specially designed and able to sustain the operating temperature range of 0°C to 45°C . The luminaire shall have declared life of 35,000 burning hours at L70.The luminaire should have loop in loop out provision for power and DMX Signal.Luminaire shall have 4 DMX channel with Integrated DMX decoder The luminaire shall have class I insulation.The luminaire shall be compatible with DMX512 controller.The luminaire shall be capable of 8-bit control of RED, Green, Blue & White (W=4000K) to produce 16.7million colours. Following certifications/reports to be submitted: product data sheets, LM79 report from NABL accredited lab, illuminance diagram, polar curve & LM80 report issued by LED manufacturer and type test reports with BIS certificate.Fixture, driver and other accesories should be of same make.The luminaire shall be supplied with necessary connectors for connecting lead/jump cables & necessary endplates/covers. Approved Make :Philips Color kinetics / Wipro/Iguzzini/Ligman Lighting 320 Supply of 150W RGBW LED Flood light with System Lumen Output of Minimumwith all channel ON. Fixture shall be made up of Extruded Aluminum Housing for better heat decapitation having IP66 Dust and Water Protection for Outdoor usage. The Luminaire should have multiple beam options of 11/15/30/60° to be used as per design requirement. The luminaire should have loop in loop out provision for power and DMX Signal. Luminaire shall have 4 DMX channel with Integrated DMX decoder. Luminaire should be capable of operating at 24VDC , with External IP66 24Vdc Driver. Luminaire and Driver should be Made in India. Luminare, Driver and controller should be with same make. Wipro Cat Code : LF27 Mega Flood or Equivalent make in Philips and Ligman. 321 Supply of Dynamic Colour Changing 4 Mtr longflexible RGB LED PU Coated Strip light with IP68 protection suitable for outdoor applications. Strip should have 10-14W per meter. The LED Strip should have integrated aluminium C channel for mounting.Fixture should be able to workambient temp range of 0degC to +45degC and should be theft proof type. The LEDs used should be with RGB CCT, the Fixture should have Dotless Homogenous Light source with integrated diffuser as part of striplight for better rugedness and diffused illumination with low glare and DOT free illumination.Luminaire should be capable of operating at 24VDC , Driver, and controller should be with same make. The luminaire shall be compatible with DMX512 controller. Following certifications/reports to be submitted: product data sheets, LM79 report from NABL accredited lab, illuminance diagram, polar curve & LM80 report issued by LED manufacturer and type test reports with BIS certificate.Fixture, driver and other accesories should be of same make.The luminaire shall be supplied with necessary connectors for connecting lead/jump cables & necessary endplates/covers. Approved Make :Philips Color kinetics / Wipro/Iguzzini/Ligman Lighting 322 DMX 323 Supply of Lighting playback controller with minimum following specifications: • DMX Output- 1024 (2x512, 2Uni.) channels • Input Ethernet (RJ45, DHCP or static IP), USB-C • Networks Ethernet, Internet, WIFI compatible when connected to a router • Multiple Zone 10 Zone, play 10 scene/sequence per time in Stand Alone • Memory o Micro SD Card ( max. 256 GB ) o 8Mb Internal memory (No SD required) • Stand Alone options o Art-Net and sACN from SD card, including triggers (4x512) o Master / Save Synchro (32 max wired / 128 max Ethernet) o Commands from the Contacts (speed, scene, dimmer, zone) o Default start scene, Scene priority, Cross Fade time between scenes o Automatic Scene Recovery if the power is cut off and 16-bit and fine channel management • Triggers options o RS232 In/Out (16 characters max for RS232 triggers, commands or orders) o UDP / Ethernet triggers and commands (from SDK) o Real Time Clock and calendar for each scene (Hour, Day, Week, Month, Year) o 12 smart Contacts on 3~5V (On, On/Off, Release, Restart, Scene Priority, 31 contacts max) Approved Make :Philips Color kinetics / Wipro/Iguzzini/Ligman Lighting 324 Supplyof Amplifier/Splitter with 6-output DMX splitter with DMX signal boosting. This unit takes the incoming DMX signal and splits the signal into six separate output channels allowing for expanding the number of devices controlled from 32 to 6X32. Power consumption should not be more than 5W. The Compact signal amplifier shall support optically/magnetic isolation protection, protects the controllers and ensures that the DMX signal can be normally transmitted to various luminaires, improving the reliability and stability of the entire control system. The controller shall be compact in size & shall be minimum IP20 rated. Amplifiershould be able to amplify the signal for up to 200m.The amplifier shall have male-female XLR connectors. On the input & output side the amplifier shall have cable with IP67 6-Pole XLR connector.Housing - MS/AluminumThe output terminals are optically isolated from the input and share a common ground reference. All six output ports have an independent output driver and ELV transformer to boost the DMX signal.1: 6 Way DMX Splitter/Booster ,Optically isolated DMX Input/OutputsIndividual coil transformer for each output , Surface/Rack/Floor/Celling mountable with provide mounting accessoriesRefined and filtered data Cable 3 core 0.75sq.mm cable.Approved Make :Philips Color kinetics / Wipro/Iguzzini/Ligman Lighting 325 Supply of WL-Button 6 Flush-mounting wall panel 6 dry Button panel with a 16 port connection. Button system should have trigger to control light with responsive, reactive programming. Approved Make :Philips Color kinetics / Wipro/Iguzzini/Ligman Lighting 326 Programming Extra 327 HORTICULTURE WORK. 328 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 329 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 330 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 331 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 332 Spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 333 Rough dressing the trenched ground including breaking the clods. 334 Fine dressing the ground 335 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). 336 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge 337 officer in charge 338 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-chargeOrdinary rock 339 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) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) 340 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 341 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 342 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 343 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 344 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 345 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 346 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 347 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 348 Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 349 Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35 - 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 350 Providing and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur)of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. 351 Providing and stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35 cm as per direction of the officer-in-charge. 352 Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 353 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 354 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 355 Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 356 Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. 357 Providing and stacking of Ficus benjamina (green) of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge. 358 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 359 Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, PeruvianaOdissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plasticpots & as per direction of the officer-in-charge. 360 Providing and stacking of Petra volubilis of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 361 M.S. PERGOLA 362 Supply & Installation of wooden Gazebo of specification Shape Pyramid, Waterproof, Material – Wooden, Frame,Finishing - Painted Size- 4.8X 4.8 m with projection. 363 The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while concrete is in plastic stage of setting. 364 After stamping, the curing shall be done as per manufactures specifications. After initial curing the imprinted joints shall be grouted using cement slurrymixed with color hardener as per the requirement. The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface. 365 The construction joints shall be provided by groove cutting of size 4mm x 20mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying Polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately.) 366 P/Laying of stemped pathway including complete work. 367 P/Laying of Pebble Stonepathway including complete work. 368 Providing & fixing White/Colored River (Stone) Pebbles size of 1 to 2 dia in natural colour at site of work including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. 369 P/Laying ofStonepathway (cutting Only.) 370 P/Laying of interlocking work including complete work. 371 KIDS PLAY- 372 Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock 373 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil 374 Supplying and stacking at site. 375 Red bajri 376 Providing and fixing at site factory manufactured ready to install at site various swings for children play areaSPRIAL SLIDE - 1.5 m long 377 Providing and fixing at site factory manufactured ready to install at site various swings for children play areaSEE-SAW 378 BORING PUMP. 379 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre below ground level. Rocky strata including Boulders. 380 300 mm dia 381 350 mm dia 382 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of requireddia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia 383 300 mm dia 384 350 mm dia 385 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 386 100 mm nominal size dia 387 150 mm nominal size dia 388 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 389 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 390 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 391 150 mm Dia 392 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150 mm clamp 393 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).150 mm Dia 394 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain &brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints completeas per direction of Engineer in Charge. 395 50 mm nominal size dia 396 Electric logging of bore hole 397 Supply and Installation of 2.0 HP Submersible pump set complete 398 TOURIST FACILITY. 399 Providing & fixing ofred Sandstone/MS bench with Ornamentetion on armrest (size 1050mm length and 450mm and height 450 mm) including foundation & support with all necessary T&P etc all complete as per design of direction in engineer/ Architect in charge. 400 Providing & fixing of SS Dustbin size 487 x 399 x 1138 fixing on a foundation with base plate and wrapped with red sandstone from all sides of 75mm with all complete as per design of direction in engineer/ Architect in charge. 401 Providing and fixing StandAlone Signage in Marble of approved thickness with powder coated 10-12mm MS letters and illustration at desired locations with letters (in english, hindi and Braille)- etched, through cut, infilled or painted, also including the cost of design, fabrication and onsite installation with all the necessary accessories and equipments for fixing on any surface as per drawing and design approved from Architect in charge English: Helvetica Font with min. 36 size Hindi: Krutidev Fontwith min. 36 size 402 Signage-A 403 Signage-C 404 Specification of WAE-Drinking Water(Receiving, storing, handling, shifting, installation, testing & commissioning ofWAE. AENON.45.CHA Pou Water Station C.A, RO Processing Capacity 25LPH, size: 466X580X1445, Watt; 220v/50Hz, Cooling 480w, Hot 450W, net weight 110kg, in material SS 304, with 3 tap: Cold 20 Ltr,Ambient-25Ltr including all accessories complete in all respect etc. (Make - Voltas or Equivalent)) 405 G.S.T. Extra as per Applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
41.
Housing Urban and Rular Development #9446944 Technical Bid
Tender For Construction Of Tourism Infrastructure Facility On Ashtabhuja Kalikhoh Ropeway Located In District Mirzapur, 1 Construction of Tourism Infrastructure Facility on Ashtabhuja Kalikhoh Ropeway Located in District Mirzapur 2 KALIKHOH ROPE WAY 3 CAFETERIA 4 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 5 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 6 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 7 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 8 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: 9 With Chlorpyriphos E.C. 20% with 1% concentration 10 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 11 With Chlorpyriphos E.C. 20% with 1% concentration 12 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. R.C.C. Work Upto plinth Lvl. 13 R.C.C. Work in Pile Cap 14 R.C.C. Work in Plinth Beam 15 R.C.C. Work in Column 16 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. R.C.C. Work Upto plinth Lvl. 17 R.C.C. work in Lintel 18 R.C.C. work in slab 19 R.C.C. work in Beam 20 R.C.C. work in Column 21 Centering and shuttering including strutting, propping etc. and removal of form for 22 Foundations, footings, bases of columns, etc. for mass concrete 23 Suspended floors, roofs, landings, balconies and access platform 24 Lintels, beams, plinth beams, girders, bressumers and cantilevers 25 Columns, Pillars, Piers, Abutments, Posts and Struts 26 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 27 Providing and laying damp-proof course 25 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). 28 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 29 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 : 30 Cement mortar 1:6 (1 cement : 6 coarse sand) 31 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. 32 Cement mortar 1:4 (1 cement :4 coarse sand) 33 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 34 Ground Floor 35 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 36 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 37 Ground Floor 38 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarsesand. 39 Ground Floor 40 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. 41 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab colour of Black, Cherry/RubyRed or equivalent 42 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab colour of Black, Cherry/RubyRed or equivalent 43 Ground Floor 44 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). 45 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:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 46 (a) Single leaf 47 (b) Double leaf 48 Both side laminated 49 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin- charge.Extruded section profile size 48x40 mm 50 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 51 For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. 52 Three track three panels sliding window with Aluminiumchannel for roller track, wool pile, nylon rollers with SS 304 body.Using R4 series with frame (115 mm & above)x (45 mm & above) & sash (44 mm & above) x (55 mm & above) with zinc alloy (zZamak) powder coated handle on two end panels along with multi-point locking system. (Height above 1.8 metre). 53 Wall Painting with plastic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats (For Internal wall surface) 54 Ground Floor 55 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) 56 Ground Floor 57 Wall Painting with plastic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats (For Internal ceiling surface) 58 Ground Floor 59 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. 60 Ground Floor 61 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) 62 admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by 63 Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm. 64 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 65 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :(a) 250mm x 16mm . 66 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 67 (a) 300 mm x 10mm 68 (b) 200 x 10mm 69 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :125mm 70 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 71 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channelwith connecting clips made out of 2.64 mm dia x 230 mm long G.I.wire at every junction, including fixing perimeter channels 0.5 mm 72 thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings,pecification and direction of the Engineer in Charge but excluding the cost of painting with : 73 12.5 mm thick tapered edge gypsum moisture resistant board 74 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : 40mm White sandstone 75 Supplying, fabricating, transporting, hoisting and fixing in position good quality of 70 mm white sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects. 76 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 77 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 78 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, Red sand stone 79 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone 80 Plumbing Work 81 SUB HEAD-I-SANITARY INSTALLATIONS 82 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever required 83 Kitchen sink with drain board 84 510x1040 mm bowl depth 200 mm 85 Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete 86 Flexible Pipe 87 32mm Dia 88 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 89 15mm nominal bore 90 Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge. 91 SUB HEAD-II-WATER SUPPLY 92 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 93 Concealed work, including cutting chases and making good the walls etc. 94 For Internal Toilet 95 15 mm nominal outer dia Pipes 96 20 mm nominal outer dia Pipes 97 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. 98 Internal work - Exposed on wall 99 20 mm nominal bore 100 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 101 Terrace loop & Tank Filling Pipe 102 25 mm nominal bore 103 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 104 25mm diameter pipe 105 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 106 25mm diameter pipe 107 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 108 For vertical pipe connection with terrace ringmain 109 20 mm nominal bore 110 25mm nominal bore 111 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 112 25 to 40 mm nominal bore 113 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./H.P.H.D. plastic ball. 114 25 mm nominal bore, 152 mm long, weighing not less than 440 gms 115 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. 116 SUB HEAD : III - ROOFING 117 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. 118 110 mm dia (for rain water) 119 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 jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 120 Single Push Fit Coupler 121 110 mm dia 122 Single tee with door 123 110x110x110 mm 124 Plain bend 87.5 deg 125 110 mm dia 126 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 127 110 mm dia 128 Making khurras 45x45 cm 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 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 129 SUB HEAD : IV - INTERNAL DRAINAGE 130 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 131 Internal Toilet (Soil & Waste Pipe) 132 75 mm 133 110 mm 134 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 135 Bend without door (45°) 136 75mm 137 Bend without door (87.5°) 138 75mm bend 139 Y Fitting without door 140 75mm 141 Single Tee without door 142 75mm 143 Single Tee with door 144 75mm 145 Bend with door (87.5°) 146 75mm 147 Coupler 148 75mm 149 110mm 150 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 151 110mm x 75mm (Toilet & Kitchen) 152 Providing and fixing PTMT grating of approved quality and colour. 153 Rectangular type with openable circular lid 154 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 155 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 156 150 x 100mm size P-type 157 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 158 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: 159 100 mm diameter 160 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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 a lead of 50 m. 161 All kind of soil 162 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 163 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 164 100mm dia SWpipe 165 EXTERNAL SEWERAGE & EXTERNAL WATER SUPPLY WORKS 166 COST OF SEWERAGE WORKS 167 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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 a lead of 50 m. 168 up to 1.50 m depth 169 Pipes 80 mm to 300 mmdiameter 170 1.50 m to 3.00 m depth 171 Pipes 80 mm to 300 mmdiameter 172 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) 173 Depth not exceeding 1.5 meter 174 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 175 150 mm.dia. RCCPipes 176 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 177 150 mm.dia. RCCPipes 178 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. 179 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 180 With common burnt clay FPS (non modular) bricks of class designation 75 181 (i) For Sewer Line 182 Extra for depth for manholes: 183 Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 184 Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 185 COST OF EXTERNAL WATER SUPPLY WORKS 186 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) 187 25mm nominal bore. 188 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 189 25mm nominal bore. 190 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (horizontal) 191 25mm nominal bore. 192 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design : 193 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 194 SUBMERSIBLE PUMP & BORING 195 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre below ground level. 300 mm dia 196 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of requireddia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia 197 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm Nominal Size dia 198 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 199 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 200 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm Dia 201 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150 mm clamp 202 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).150 mm Dia 203 Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc. 204 50 mm nominal size dia 205 Electric logging of bore hole 206 Supply and Installation of 1 HP Submersible pump set complete 207 ELECTRICAL WORKS 208 SUB-HEAD - I: INTERNAL WIRING 209 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 210 Group - B 211 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 212 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 213 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 214 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 215 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 216 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. 217 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 218 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 219 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 220 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 221 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 222 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding,top lid shall be screwed into the cast iron/ M.S. sheet box by means of3.3 mm dia round headed screws, one lock at the corners. Clamp shallbe made of 12 mm dia M.S. bar bent to shape as per standard drawing. 223 Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored) 224 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 225 Upto 450 mm sweep 226 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 227 SUB-HEAD II - FANS & LIGHT FIXTURES: 228 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 229 Supply and fixing of 9 Watt LED Inground UpLight luminaire Confirming to IP 66 Protection complete in all respect. 230 Supplying of 9 Watt Decorative LED Wall Light complete in all respect. 231 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 232 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 233 300mm EXHAUST FAN 234 SUBHEAD- III: DISTRIBUTION BOARD 235 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 236 12 way, Double Door 237 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 238 Single pole 239 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 240 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 241 90 mm dia (OD-90 mm & ID-76 mm nominal) 242 SUB-HEAD -VI- TELEPHONE & LAN SYSTEM 243 Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as required of following sizes: 244 2 Pair (4 core) 245 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 246 20mm dia PVC conduit 247 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required 248 1 or 2 Module (75mmX75mm) 249 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 250 Telephone socket outlet 251 SUB-HEAD -VIII : L.T. CABLES 252 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 253 Up to 35 sq.mm. 254 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 255 Upto 35 sq. mm (clamped with 1mm thick saddle 256 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 257 Upto 35 sq. mm (clamped with 1mm thick saddle) 258 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 259 3 x 10 sq.mm, 260 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 261 2 X 10 sq. mm (19mm) 262 Providing, laying and fixing following dia G.I. pipe (mediumclass) in ground complete with G.I. fittings including trenching(75 cm deep)and re-filling etc as required 263 100 mm dia 264 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 265 90 mm dia (OD-90 mm & ID-76 mm nominal) 266 SHED 267 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 including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil 268 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 269 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 (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 270 R.C.C. work in foundation 271 R.C.C. work in Plinth Beam 272 R.C.C. work in Column 273 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). 274 R.C.C. work in Column 275 Centering and shuttering including strutting, propping etc. and removal of form for 276 Foundations, footings, bases of columns, etc. for mass concrete 277 Suspended floors, roofs, landings, balconies and access platform 278 Lintels, beams, plinth beams, girders, bressumers and cantilevers 279 Columns, Pillars, Piers, Abutments, Posts and Struts 280 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. 281 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes 282 Providing & Fixing of pollycarbonate sheet of thickness 22 mm all specification as per design, and colour Transparencyapproved by architect incharge (Brightight, Durotuffor Equivalent) including cost of all materials, labour tools and plants etc. required for proper completion of the work. 283 LANDSCAPE,PLANTATION & DEVELOPMENT 284 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 285 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 286 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 287 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 288 Spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 289 Rough dressing the trenched ground including breaking the clods. 290 Fine dressing the ground 291 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). 292 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 293 With grass Turf 294 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 295 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 296 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 297 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 298 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 299 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 300 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 301 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 302 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 303 SHRUBS 304 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 305 LIGHTING & EXTERNAL ELECTRIFICATION WORK 306 POLE LIGHTS Supply ,Installation ,Testing And Commissining OfTwinkle Lites Make 3000Mm Long Hybrid Decorative Pole With CastedAluminium Base And Ripped Gi Pole PipeWith Decorative Post Top Lantern Concord 1270Mm Long With Polycarbonate Diffuser In 60W Led Having Lumn Output Not Less Than 110Lmns/Watt With 10Kva Surge Prtector Designed As Per Architect In-Charge( Make- Twinkle Lite-/-Havells/Neri/Juvaas/Orient/ Thor) 307 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 308 10.00 Sqmm 4 Core 309 25.00 Sqmm 3.5 Core 310 70.00 Sqmm 3.5 Core 311 Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the followingHRC type heavy duty TPN fuse switches with fuses and instrumen chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter,instrumentfuses, current transormer etc. The board shall have suitable capacity electroytic alumininumbusbars as per IS8623 istulate with heat shrink sleevingand mountend on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compressionglands and indicatinglamp on incomingetc. 312 Incoming 313 100 Amp. TPN-1 No 314 Outgoing 315 63 Amp. TPN-2 Nos. 316 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc. in the existing trench, complete as required. 317 63 mm dia (OD-63 mm & ID-51 mm nominal) 318 Supply, Installation, Testing and Commissioning of LED RGB/RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing, of following wattage. Luminaire shall be capable of producing dynamic color changing light with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver andapable of operating at line voltage without any separate power supply from 100 to 270 V AC, 50 Hz, power factor > 0.9 . Fixture shall be suitable to operate at ambient temperature range of -10°C to +50°C and shall be IP 65 and IK06 rated. Lifetime should be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 319 40 W 320 Supply and Fixing of Spike Light for trees 12 watt Warm White. (Including civil works) 321 COST OF C.C. INTERLOCKING 322 COST OF SAND STONE PATHWAY 323 INFORMATIVE & CULTURAL MURAL WALL 324 PROVISION OF TOURIST FACILITIES 325 STONE BENCHES 326 DUSTBIN 327 SIGNAGE A: INFORMATIVE SIGNAGE 328 SIGNAGE C: INFORMATIVE BOARD 329 DRINKING WATER FACILITY 330 ASTHBHUJA ROPEWAY 331 MULTI-PURPOSE HALL 332 Earth work in excavation in trenches for foundation pipes, cable etc in ordinary sol (Loam clay or sand) inlcuding lift upto 1.5 Mt. lead upto 30mt. and dressing of sides and rammings of bottom and disposal of surplus excavated earth as directed by the engineer. 333 Upto 1.5m depth 334 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 335 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 336 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 337 Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete. 338 (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm 339 (4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturers standard dilution) 340 RCC work Providing and laying in position specified grade of reinforced cement concrete in Raft foundation, EXcluding the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level in : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 341 R.C.C. work in Footing 342 R.C.C. work in Beam 343 R.C.C. work in Column 344 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. including cost of centering, shuttering, finishing and excluding reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). 345 Reinforced cement concrete work in beams, lintels suspended floors, roofs having balconies, shelves, chajjas, bands, 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 : 3 graded stoneaggregate 20 mm nominal size) 346 SAME AS ABOVE BUT R.C.C. work in Beam 347 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 348 Same as in item No.10 abovebutin super-structure above plinth level up to floor five level (up to four storeys) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand) 349 Same as in item no. 9 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 350 P/FFe 500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 351 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand. F.M.-2.25 352 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand .F.M. 2.25 353 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 354 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade ofthe slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick 355 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarsesand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 356 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 357 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. 358 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 40 mm thick 359 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 360 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 361 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). 362 Construction of drain along apron 150X 150mm. 363 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone 364 Stone work plain ashlar in arches in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering,shuttering and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 7.13.2.1 Red sand stone 365 Supplying, fabricating, transporting, hoisting and fixing in position good quality of 70 mm REd sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects. 366 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required. 367 Hot finished welded type tubes 368 Providing and fixing ridges and hips in non-asbestos fibre cement high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete. Corrugated serrated adjustable ridges 369 Providing and fixing precoated galvanised iron profile sheets (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 Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) 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.(1.00 mm thick sheet) 370 Centering and shuttering including strutting, propping etc. and removal of form for 371 Foundations, footings, bases of columns, etc. for mass concree 372 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 373 Columns, Pillars, Piers, Abutments, Posts and Struts 374 PLUMBING WORKS 375 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. 376 110 mm dia (for rain water) 377 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 jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 378 Single Push Fit Coupler 379 110 mm dia 380 Single tee with door 381 110x110x110 mm 382 Plain bend 87.5 deg 383 110 mm dia 384 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 385 110 mm dia 386 Making khurras 45x45 cm 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 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 387 ELECTRICAL WORKS 388 SUB-HEAD - I: INTERNAL WIRING 389 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 390 Group - B 391 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 392 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 393 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 394 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 395 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 396 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 397 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 398 SUB-HEAD II - FANS & LIGHT FIXTURES: 399 Supply of LED Flood light 50 Watt , suitable for 24Hr Continuous Operation, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70, CCT 3000K, complete in all respect, 400 Supplying, erection, connecting, testing and commissioning of 400 mm Wall Fancomplete in all respect. 401 SUBHEAD- III: DISTRIBUTION BOARD 402 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 403 8 way, Double door 404 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 405 Single pole 406 Double pole 407 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 408 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 409 90 mm dia (OD-90 mm & ID-76 mm nominal) 410 SUB-HEAD -VIII : L.T. CABLES 411 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 412 Up to 35 sq.mm. 413 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 414 Upto 35 sq. mm (clamped with 1mm thick saddle 415 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 416 Upto 35 sq. mm (clamped with 1mm thick saddle) 417 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 418 3 x 6 sq.mm, 419 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 420 2 X 6 sq. mm (19mm) 421 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 422 90 mm dia (OD-90 mm & ID-76 mm nominal) 423 SHOP COMPLEX 424 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 425 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 426 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 427 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 428 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 429 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: 430 With Chlorpyriphos/ Lindane E.C. 20% with 1%concentration 431 Treatment of soil under existing floors using chemicalemulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 432 With Chlorpyriphos/Lindane E.C. 20% with 1%concentration 433 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 434 All works upto plinth level 435 Concrete of M25 grade with minimum cement content of 330 kg /cum 436 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 437 All works above plinth level upto floor V level 438 Concrete of M25 grade with minimum cement content of 330 kg /cum 439 Centering and shuttering including strutting, propping etc. and removal of form for 440 Foundations, footings, bases of columns, etc. for mass concrete 441 Suspended floors, roofs, landings, balconies and access platform 442 Lintels, beams, plinth beams, girders, bressumers and cantilevers 443 Columns, Pillars, Piers, Abutments, Posts and Struts 444 Brick Work with common burnt clay ( non modular) bricks of class - 150 in foundation and plinth in: Cement mortar 1:6 ( 1 cement : 6 coarse sand) 445 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) 446 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. 447 Brick Work with common burnt clay ( non modular) bricks of class - 150 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) 448 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. 449 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) 450 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) 451 Ground Floor 452 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 453 Ground Floor 454 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.Per bag of 50 kg cement used in the mix 455 Ground Floor 456 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 457 Ground Floor 458 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm 459 Ground Floor 460 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm 461 Ground Floor 462 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick 463 Ground Floor 464 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 465 Ground Floor 466 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 467 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash andmullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction ofEngineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. 468 Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speedsThree track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. 469 Using R4 series with frame (115 mm & above)x (45 mm & above) & both glazed and flyscreen sash (44 mm & above) x (55 mm &above) with zinc alloy (zamak) powder coatedhandle on every glazed panel along with multipointlocking system. (Height above 1.8m) 470 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 471 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 472 Float glass panes4 mm thick glass pane (weight not less than 10 kg/sqm). 473 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thickM.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 474 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 475 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part |!) 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 bothfaces of shutters: 476 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 477 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I)On both side only 478 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 479 Ground Floor 480 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 481 Ground Floor 482 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. 483 Ground Floor 484 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to 485 IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick 486 jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 487 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 488 Providing and fixing ball bearing for rolling 489 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red/Pink sand stone - exposed face fine dressed with rough backing .70mm thick 490 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 491 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 492 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long 493 Supplying, designing, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70 mm Red sandstone, and 18mm marble insertion and 6-10mm powder coated MS sheet in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding, etching, buffing and polishing. The carving and molding work shall be of very good quality. The work to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architect in charge. 494 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone 495 ELECTRICAL WORKS 496 SUB-HEAD - I: INTERNAL WIRING 497 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 498 Group - B 499 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 500 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 501 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 502 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 503 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 504 4 x 10 sq.mm + 2 x 6 sq.mm. earth wire 505 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 506 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 507 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 508 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 509 5/6 A switch 510 3 pin 5/6 A socket outlet 511 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 512 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 513 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding,top lid shall be screwed into the cast iron/ M.S. sheet box by means of3.3 mm dia round headed screws, one lock at the corners. Clamp shallbe made of 12 mm dia M.S. bar bent to shape as per standard drawing. 514 Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored) 515 SUB-HEAD II - FANS & LIGHT FIXTURES: 516 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 517 Supply ofSurface mounting round 12 Watt 15 Watt ,suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect 518 Supply and fixing of 9 Watt LED Inground UpLight luminaire Confirming to IP 66 Protection complete in all respect. 519 Supplying of 9 Watt Decorative LED Wall Light complete in all respect. 520 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 521 SUBHEAD- III: DISTRIBUTION BOARD 522 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 523 6 way Double door 524 Supplying and fixing following way surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required.(Note : Vertical type MCB TP DB is normally used where 3 phase outlet are required.) 525 4 way (4 + 12), Double door 526 Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required 527 40 amps TP MCB 528 40 amps 4P MCB 529 63 amps 4P MCB 530 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB),having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. As required. 531 25 amps 532 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 533 Single pole 534 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 535 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 536 90 mm dia (OD-90 mm & ID-76 mm nominal) 537 SUB-HEAD -VI- TELEPHONE & LAN SYSTEM 538 Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as required of following sizes: 539 2 Pair (4 core) 540 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 541 20mm dia PVC conduit 542 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required 543 1 or 2 Module (75mmX75mm) 544 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 545 Telephone socket outlet 546 SUB-HEAD -VIII : L.T. CABLES 547 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 548 Up to 35 sq.mm. 549 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 550 Upto 35 sq. mm (clamped with 1mm thick saddle 551 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 552 Upto 35 sq. mm (clamped with 1mm thick saddle) 553 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 554 4 x 25 sq.mm 555 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 556 3½ X 25 sq. mm (28mm) 557 Providing, laying and fixing following dia G.I. pipe (mediumclass) in ground complete with G.I. fittings including trenching(75 cm deep)and re-filling etc as required 558 100 mm dia 559 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 560 90 mm dia (OD-90 mm & ID-76 mm nominal) 561 SUB-HEAD - X : CABLE TRAY 562 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 563 100 mm wide x 50 mm depth x 1.6 mm thickness. 564 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 565 100 mm wide x 50 mm depth x 1.6 mm thickness. 566 Supplying and installing following size of perforated Hot DippedGalvanised Iron cable tray Tee (galvanisation not less than 50microns) with perforation not more than 17.5%, in convenientsections, joined with connectors, suspended from the ceilingwith G.I. suspenders including G.I. bolts & nuts, etc. as required. 567 100 mm wide x 50 mm depth x 1.6 mm thickness. 568 PLUMBING 569 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. 570 110 mm dia (for rain water) 571 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 jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 572 Single Push Fit Coupler 573 110 mm dia 574 Single tee with door 575 110x110x110 mm 576 Plain bend 87.5 deg 577 110 mm dia 578 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 579 110 mm dia 580 Making khurras 45x45 cm 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 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 581 STAGE 582 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 583 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 584 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 585 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 586 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement 587 Concrete of M25 grade with minimum cement content of 330 kg /cum 588 Concrete of M25 grade with minimum cement content of 330 kg /cum 589 Centering and shuttering including strutting, propping etc. and removal of form for 590 Lintels, beams, plinth beams, girders, bressumers andcantilevers 591 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) 592 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 : 593 Cement mortar 1:6 (1 cement : 6 coarse sand) 594 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 595 Thermo-Mechanically Treated bars of grade Fe-500D or more. 596 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level 597 Thermo-Mechanically Treated bars of grade Fe-500D or more 598 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 599 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent 600 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing .40 mm thick 601 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 602 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 603 RENOVATION OF TOURIST COMPLEX 604 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 605 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 606 Demolishing brick work manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 mtrs leads as per direction of Engineer-in-charge in cement mortar. 607 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 direction of Engineer - in- charge. 608 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 609 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet 610 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 611 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 leads including all lifts involved 612 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 613 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement 614 Concrete of M25 grade with minimum cement content of 330 kg /cum 615 GROUND FLOOR 616 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. 617 Providing and fixing bright /matt finished Stainless Steel sliding door bolts of approved quality & make with necessary screws etc all complete. 250mm x 16mm . 618 Providing and fixing bright /matt finished Stainless Steel tower bolts of approved quality & make with necessary screws etc all complete. 250mm x 10mm . 619 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 125 mm 620 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 621 Supply and fixing of flush doors, commercial quality conforming of I.S. 2202 part-1 (1983) including ISI marked oxidized iron fitting with screws, Bolt Hinges,Handles,Siliding bolt, Door Stopper and tower bolt etc. : 35 mm thick single leaf shutters 622 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 623 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes 624 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 625 15mm Cement plaster with cement mortar in proportion of 1:6 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth. 626 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 627 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 628 Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat of primer applid @ 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work.for two coat. 629 Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work. 630 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes 631 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) 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 (5.5x 55 mm) 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. 632 Providing and fixing ridges and hips in non-asbestos fibre cement high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete. Corrugated serrated adjustable ridges 633 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. (I) 0.80 mm thick with zinc coating not less than 275 gm/m² 634 Painting or varnishing or iron works in small areas with one coat of ready mixed in priming paint & two coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of work paint to be used should confirm to the I.S.I. No. 103 1950 635 Centering and shuttering including strutting, propping etc. and removal of form for 636 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 637 CLEANING OF GHAT & PLATEFORM 638 Cleaning the sand stone surface and removing dirt, dust, bird dropping, grease, oil, algae, fungus, monkey beats, vegetable growth etc., including providing, applying and washing the surface with liquid Ammonia Chemical of 5% solution and other chemical cleaning agent as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with the help of required scrubbers and also cleaning with machine operated water jet mixed with desired quantity of fine silica where ever required, without causing any scratching/ damage to the stone surface and finally washing the surface with clean water with the help of pressure jet machine, complete in all respect as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding). KUND STEPS 639 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.PATHWAY AREA AROUND KUND 640 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar work M.S. RAILING KUND SIDE 641 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 642 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 @ 0.90 litre/10 sqm) EXISTING COLUMN 643 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 EXISTING COLUMN 644 TOURIST SHELTER 645 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 646 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 647 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 648 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 649 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface ofthe substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: 650 With Chlorpyriphos E.C. 20% with 1% concentration 651 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 652 With Chlorpyriphos E.C. 20% with 1% concentration 653 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement 654 Concrete of M25 grade with minimum cement content of 330 kg /cum 655 Concrete of M25 grade with minimum cement content of 330 kg /cum 656 Centering and shuttering including strutting, propping etc. and removal of form for 657 Foundations, footings, bases of columns, etc. for massconcrete 658 Suspended floors, roofs, landings, balconies and accessplatform 659 Lintels, beams, plinth beams, girders, bressumers andcantilevers 660 Columns, Pillars, Piers, Abutments, Posts and Struts 661 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) 662 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) 663 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 664 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 : 665 Cement mortar 1:6 (1 cement : 6 coarse sand) 666 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 667 Thermo-Mechanically Treated bars of grade Fe-500D or more. 668 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level 669 Thermo-Mechanically Treated bars of grade Fe-500D or more 670 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 671 15mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand 672 Ground Floor 673 12mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand 674 Ground Floor 675 12mm thick plaster in 1:3 on ceiling and soffitsof stairs upto floor two level. 676 Ground Floor 677 Making groove 10 to 12 mm wide x 8 mm deep in plaster of the wall or in ceiling vertically or horizontally as required. 678 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 waterthinnable priming coat with cement primer 679 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) 680 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. 681 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cementmortar 1 : 4 (1 cement : 4 coarse sand) : 682 25 mm thick 683 Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 684 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofingcompound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. 685 (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”: 686 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing .70mm thick 687 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 688 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 689 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 690 Red sand stone 691 Supplying, designing, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70 mm Red sandstone, and 18mm marble insertion and 6-10mm powder coated MS sheet in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding, etching, buffing and polishing. The carving and molding work shall be of very good quality. The work to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architect in charge. 692 PLUMBING WORK 693 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. 694 110 mm dia (for rain water) 695 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 jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 696 Single Push Fit Coupler 697 110 mm dia 698 Single tee with door 699 110x110x110 mm 700 110 mm dia 701 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 702 110 mm dia 703 Making khurras 45x45 cm 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 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 704 ELECTRICAL WORK 705 SUB-HEAD - I: INTERNAL WIRING 706 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 707 Group - B 708 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 709 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 710 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 711 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 712 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 713 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 714 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 715 5/6 A switch 716 3 pin 5/6 A socket outlet 717 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 718 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding,top lid shall be screwed into the cast iron/ M.S. sheet box by means of3.3 mm dia round headed screws, one lock at the corners. Clamp shallbe made of 12 mm dia M.S. bar bent to shape as per standard drawing. 719 Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored) 720 SUB-HEAD II - FANS & LIGHT FIXTURES: 721 Supply of Surface mounting square 20 Watt , suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 722 Supply and fixing of 9 Watt LED Inground UpLight luminaire Confirming to IP 66 Protection complete in all respect. 723 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 724 SUBHEAD- III: DISTRIBUTION BOARD 725 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 726 6 Way Double Door 727 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 728 Single pole 729 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 730 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 731 90 mm dia (OD-90 mm & ID-76 mm nominal) 732 SUB-HEAD -VIII : L.T. CABLES 733 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 734 Up to 35 sq.mm. 735 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 736 Upto 35 sq. mm (clamped with 1mm thick saddle 737 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 738 Upto 35 sq. mm (clamped with 1mm thick saddle) 739 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 740 3 x 6 sq.mm, 741 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 742 2 X 6 sq. mm (19mm) 743 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 744 90 mm dia (OD-90 mm & ID-76 mm nominal) 745 COST OF C.C. INTERLOCKING 746 COST OF KOTA STONE PATHWAY 747 COST OF TREE PLATEFORM 748 BOLDER PITCHING 749 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 750 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 751 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for thefollowing grades of concrete.Note: Extra cement up to 10% of the minimum specified cementcontent in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extracement 752 All works upto plinth level 753 Concrete of M25 grade with minimum cement content of 330 kg /cum 754 Column 755 Centering and shuttering 756 Foundations, footings, bases of columns, etc. for massconcrete 757 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 758 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more 759 Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. 760 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement: 4 coarse sand) 761 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) 762 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. 763 Providing and fixing PTMT grating of approved quality and colour. 764 Circular type -125 mm nominal dia with 25 mm waste hole 765 LANDSCAPE,PLANTATION & DEVELOPMENT WORKS 766 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 767 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 768 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 769 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 770 Spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 771 Rough dressing the trenched ground including breaking the clods. 772 Fine dressing the ground 773 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). 774 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 775 With grass Turf 776 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 777 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 778 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 779 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 780 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 781 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 782 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 783 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 784 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 785 SHRUBS 786 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 787 PROVISION OF TOURIST FACILITIES 788 STONE BENCHES 789 DUSTBIN 790 SIGNAGE A: INFORMATIVE SIGNAGE 791 SIGNAGE C: INFORMATIVE BOARD 792 DRINKING WATER FACILITY 793 LIGHTING & EXTERNAL ELECTRIFICATION WORK 794 SUBHEAD- I: M.V. PANELS 795 Supply & Erection of factory fabricated & wired metal clad dust and vermin proof mounting, M.S Channel Base with botom and top cable entreis Electrical control panel with TPN ACB (65KA, 4 Pole Elect draw out Micor Processer Release IPR2) and TPN MCCBs (four Pole 36 KA with thermal magnatic release) switches and instrument chamber etc. complete in all respect. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter, Selector switches for ammeter and Voltmeter, instrument fuses current transformer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches enty boxes shall be complete with suitable cable end boxes reverse. The job includes the grounting of the board as per directions of Engineer-in-charge. All out goings of 100 Amp. and above will be provided with Amp. Metre, curent transformer and selector switches etc. and insurment fuse The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubical type switch board shall be of cat A & B only. 796 FEEDER PILLAR-1 797 INCOMING 798 1No. Of 125 Amps FP MCCB of 35KA breaking capacity 799 Metering : 800 1 Set of CTs one of 125/ 5Amp ratio for Multifunction Meter 801 One (1) Set of Phase Indication Lamp. 802 BUS BAR 803 1 Set of 160 Amps TPN Aluminium Bus Bars 804 OUTCOMING 805 100 Amps 4P MCB of 10KA - 2 No 806 25 Amps DP MCB of 10KA - 2 No 807 16 Amps DP MCB of 10KA - 5 No 808 2 No. SPACE & SPARE 809 Panel described as above 810 FEEDER PILLAR-2 811 INCOMING 812 1No. Of 100 Amps FP MCCB of 35KA breaking capacity 813 Metering : 814 1 Set of CTs one of 100/ 5Amp ratio for Multifunction Meter 815 One (1) Set of Phase Indication Lamp. 816 BUS BAR 817 1 Set of 160 Amps TPN Aluminium Bus Bars 818 OUTCOMING 819 63 Amps 4P MCB of 10KA - 2 No 820 16 Amps DP MCB of 10KA - 6 No 821 2 No. SPACE & SPARE 822 Panel described as above 823 TOTAL 824 SUBHEAD: - II - EARTHING 825 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required 826 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 827 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 828 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 829 TOTAL 830 SUB-HEAD -III : L.T. CABLES 831 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 832 Up to 35 sq.mm. 833 Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, rotective covering and refilling the trench etc as required 834 Up to 35 sq.mm. 835 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 836 Upto 35 sq. mm (clamped with 1mm thick saddle 837 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 838 3.5 x 50 sq.mm 839 3.5 x 25 sq.mm. 840 3 x 6 sq.mm, 841 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 842 2 X 6 sq. mm (19mm) 843 3½ X 35 sq. mm (32mm) 844 3½ X 50 sq. mm (35mm) 845 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 846 100mm dia 847 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 848 90 mm dia (OD-90 mm & ID-76 mm nominal) 849 TOTAL 850 SUBHEAD - IV :Miscellaneous 851 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 852 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 853 TOTAL RS. 854 SUBHEAD - V: EXTERNAL LIGHTING 855 POLE LIGHTS Supply ,Installation ,Testing And Commissining OfTwinkle Lites Make 3000Mm Long Hybrid Decorative Pole With CastedAluminium Base And Ripped Gi Pole PipeWith Decorative Post Top Lantern Concord 1270Mm Long With Polycarbonate Diffuser In 60W Led Having Lumn Output Not Less Than 110Lmns/Watt With 10Kva Surge Prtector Designed As Per Architect In-Charge( Make- Twinkle Lite-/-Havells/Neri/Juvaas/Orient/ Thor) 856 Supply, Installation, Testing and Commissioning of LEDRGB/RGBW flood lighting luminaire for facade lighting with Die- cast aluminium housing, powder- coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/ Ethernet based control. The be amangle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270 VAC, 50Hz with power factor>0.9. Fixture shall be suitable to operate at anambient temperature range of-10°Cto +50° C and shall be IP65 and IK06 rated. Life time shall be atleast L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS(IS10322) and shall be complete with all necessary accessories required for proper working of fixture in cluding weatherproof connection cables, waterproof connector setc. as required. 30 W 857 Supply, Installation, Testing and Commissioning of LED RGB/RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing, of following wattage. Luminaire shall be capable of producing dynamic color changing light with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver andapable of operating at line voltage without any separate power supply from 100 to 270 V AC, 50 Hz, power factor > 0.9 . Fixture shall be suitable to operate at ambient temperature range of -10°C to +50°C and shall be IP 65 and IK06 rated. Lifetime should be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 858 Supply and Fixing of Spike Light for trees 12 watt Warm White. (Including civil works) 859 Supply and fixing of steplight Robust DESIGN IP67/IK10 easy to mount with suitable mounting box BWG 50led50/NWPSU 220-240V IP67 7043(Philips/Panasonic/Havells or Equivalent) 860 Supply and Fixing 24 Wattage Burial UNIIn Ground- Burial ip68 waterproof BBP343 LED2400/1800/WW 24W/18W 20D 100-240V (Philips/Siems/or Equivalent) 861 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 862 Double pole 863 Supplying,installation,testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required. 864 1 output per phase and suitable for single phase supply 865 Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. 866 Above 6.5 metre and upto 8.0 metre 867 Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required 868 32 mm dia 869 G.S.T. Extra as per Applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
42.
Housing Urban and Rular Development #9443614 Technical Bid
tender for Tourism Development Work Of Amriteshwar Nath Shiv Mandir At Payagpur, Distt.-Bahraich, Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. Filling of earth in plinth in 20cm layer including leveling, dressing and watering and also including of supply of earth including carted loading & unloading as per direction of Engineer lincharge.. 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 (zone-III) derived from natural sources 3 graded stone aggregate 20 mm nominal size derived from natural sources) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in super structure above plinth level up to floor v level in all shapes and size in:1:4 (1 cement: 4 sand) 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). Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately): Red sand stone - Exposed face machine cut and table rubbed with rough backing. 50 mm thick T.M.T.-FE-500 steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement: 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement: 2 coarse sand), including making the necessary chases. Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement: 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone Supply fabrication transporting, hoisting and fixing in position good quality of 70mm Red sandstone in various elements for all levels, stone shall be free from cracks, lines stains and even in shade for each element The The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of ie carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work Shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects Supply fabrication & fixiing,in position ornamental Jharokha of cement concrete of size 500 mm x 700 mm & 200 mm wide. Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (1 cement: 3 coarse sand) cost of required centering, shuttering but, excluding the cost of 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). Treatment of soil under existing floors using chemical emulsion @one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand, Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand 4 graded stone aggregate 12.5 mm nominal size). 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. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in sub structure below plinth level in all shapes and size in:1:6 (1 cement: 6 sand) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in super structure above plinth level Jup to floor v level in all shapes and size in:1:6 (1 cement: 6 sand) 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 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) Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturers specification and direction of Engineer-in- charge. 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a PVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 10.1 mm) wall thickness. The lock rail made up of H section, a PVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. U cleats. The shutter frame filled with a PVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers. complete, aa Monitoring all complete as per approved drawing & direction of E Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever (required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable.Casement cum fixed panel window having both end single casement panel, middle fixed panels and at top completely fixed ventilator with S.S friction hinges (350 x 19 x 1.9) made of (big series) frame 67 x 60 mm, sash 67 x 80 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ± 0.2 mm and single glazing bead/double glazing bead of appropriate dimension. (Area of window above 3.00 sqm upto 5.00 sqm). Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings wooden frames with rawl plugs screws etc. 15 mm cement plaster of mix: 1: 4 (1 cement: 4 coarse sand) 12 mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand) Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement: 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone Cement concrete flooring 1:2:4 (1 cement 2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). Providing and laying Vitrified floor tiles Kajariya KERRO Brand Jor Equivailent brand of super quality in different size (thickness specified by manufacture) with water absorption less than 10.80% and confirming to IS 15622 of approved make in all colors & shade laid on 20mm thick cement mortar 1:3 (1 cement 3 coarse sand) including grouting the joint with white cement and matching pigments etc complete (Size of tiles 600x600mm) [Skirting] 25mm Thick Kota Stone Slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mix with pigment to match the shade of slab includig rubbing and polishing complete with base of cement morter. 25mm Thick Kota Stone Slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mix with pigment to match the shade of slab includig rubbing and polishing complete with base of cement morter. 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 tinnable priming coat with cement primer Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 Itr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).. 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. Painting Steel work with Deluxe Multi Surface Paint to give an leven shade. Two or more coat applied @ 0.90 tr/10 sqm over Jan under coat of primer applied @ 0.80 Itr/10 sqm of approved brand and manufacture Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in- charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement:5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (C) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 120 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm. Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, windowsills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement: 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 sqm (Granite of any shade) Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) Red sand stone exposed face fine dressed with rough backing. 50 mm thick Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 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 a) White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tappillar tap. Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. Providing and fixing rubbed stone slab table, edges rounded and polished, 75 cm high 50 cm deep and 18mm thick, fixed in Jurinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement: 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite stone of approved shade roviding and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge 15 mm nominal bore Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in- charge Providing and fixing CP BrassToilet Paper Holder of approved quality & make and as per the direction of Engineer-in-charge Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. Providing and fixing rubbed stone slab table, edges rounded and polished, 75 cm high 50 cm deep and 18mm thick, fixed in Jurinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement: 2 coarse sand 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite stone of approved shade roviding and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge 15 mm nominal bore Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in- charge Providing and fixing CP BrassToilet Paper Holder of approved quality & make and as per the direction of Engineer-in-charge Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. Providing & fixing baby Stainless Steel Baby Diaper cahnging station material unit dimensions depth (closed) VW-905 mm x H- 502 mm extension (open) 104 mm, 495 mm. Maximum load 25 Kgs Stainless steel #304 stain finish complete with all accessories & fittings as per drawing, bybo design, W00008 set- weisis (Euronics/Cera/Jaquar/Kohler/Toto or equivalent) Supply & fixing of CP soap tray fixed to the wall with PVC rubber plug with CP barss screws Make - Hindware, Model- F840004 Supply & fixing of CP brass plated health faucet with double lock 1.5 m long flexible hose with mounting bracket Make - Hindware, Model-F160002 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, with C.J. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand 4 graded stone aggregate 20mm nominal size) i/c necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design: With common burnt clay F.P.S.(non modular) bricks of class designation M-15 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: 25 to 40 mm nominal bore Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: 50 to 80 mm nominal bore Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore Providing and fixing G.I. pipes complete with G.l. fittings and clamps, i/c cutting and making good the walls etc.(Internal Work) 32 mm dia nominal bore. (medium duty) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal outer dia Pipes Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal outer dia Pipes CPVC 25 mm nominal outer dia Pipes Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 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. a) 110mm diameter Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement 4 coarse sand) and making good the wall etc. complete. a) 110mm Providing & fixing CPVC pipes complete with CPVC fittings & clamps including cutting & making good the walls etc. (internal work) Exposed on wall a) 25mm dia nominal bore (medium duty) Providing & fixing CP brass short body of approved quality conforming to IS 8931 a) 15mm nominal bore Providing and fixing gun metal gate valve with wheel of approved quality. 25 mm nominal bore Providing and fixing gun metal gate valve with wheel of approved quality. 50 mm nominal bore Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete b) 25 mm nominal bore Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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. a) Circular Tank Providing and fixing square mouth UPVC S.W.R. Gully trap grade A complete with C.I. grating brick masonry chamber with F.P.S. bricks of class designation 75 and water tight C.I. cover with frame of 300 x 300mm. size (inside) the weight of cover to be not less than 4.50 Kg and frame to be not less than 2.70 Kg as per standard design.a) 150 x 110 mm. size P type With Sewer bricks conforming to IS: 4885 Constructing brick masonry manhole in cement mortar 1:4 (1) cement:4 coarse sand) RCC top slab with 1:2:4 mix (1 cement 2 coarse sand: 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement 4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement:2 coarse sand 4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80X50cms including Cl cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg) With FPS bricks of class designation 150 (i) For Sewer Line extra for depth of man hole size 90x80 cm Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement: 3 coarse sand: 6 gradded aggregate of nominal size 20mm) as per standard design with 20x20mm sq bars. Providing & fixing centrifugally (cast spun) 100mm dia vent pipes, Providing & fixing centrifugally (cast spun) 75mm dia vent pipes. Providing lead caulked joints to sand cost iron/ cetrifugally cast (squn) irons pipes & fitting of dia. 100 mm Providing lead caulked joints to sand cost iron/ cetrifugally cast (squn) irons pipes & fitting of dia. 75 mm Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc.: For 100 mm dia pipe For 75 mm dia pipe Providing & fixing Cost iron coller: 100 mm dia Providing & fixing Cost iron coller: 75 mm dia Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet 75 mm outlet Providing and fixing plaincast iron ss sanitary bend; 100 mm Providing and fixing plaincast iron ss sanitary bend; 75 mm Providing and fixing centrifugaly cast iron single eual plai junction of reuired degree: 100x100x100 mm Providing and fixing centrifugaly cast iron single eual plai junction of reuired degree: 75x75x75 mm Making khurras 45x45 cm 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 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) all-round S.VV. pipes including bed concrete as per standard design: 110/75 mm dia 150 mm dia Providing and fixing G.l. pipes complete with G.l. fittings & clamps including cutting & making good the wall etc. internal work exposed on wall 25 mm dia nominal bore Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality 25 mm nominal dia bore Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 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 a lead of 50 m: All kinds of soil 80 mm dia but not exceeding 300 mm dia. 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 dia. 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: 150 mm dia. R.C.C. pipe Providing & fixing gun metal non return valve of approved quality (screwed End) 50 mm nominal bore vertical Providing & Fixing G.I. pipes complete with G.I. Fittings including trenching & refilling etc. 25 mm nominal bore Providing & Fixing G.I. pipes complete with G.I. Fittings including trenching & refilling etc.32 mm nominal bore Providing & Fixing sand of grading zone V or coaser grade alround the G.I. pipe in external work 25 mm dia. Providing & Fixing sand of grading zone V or coaser grade alround the G.I. pipe in external work 50 mm dia.. Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Providing & fixing ridges and hips in non-asbestos fibre cement high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc.complete. Corrugated serrated adjustable ridges. Providing and fixing precoated galvanised iron profile sheets (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 (5.5x 55 mm) 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 reuired. Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 0.80 mm thick with zinc coating not less than 275 gm/m² Providing and fixing decorative cast iron corner bracket of size 300x300 having weight not less than 9.2 Kg.including the cost of machine moulding or any other suitable medium as reuired with respect to the drawing received from Architect in charge. Providing and fixing of sky light polycorbonate sheet 3.0 mm thick sheet, colour Transparent Transparency 80% features water proof surface treatment film coated (size, shape and pitch of corrugation as approved by the Architect-in-charge) size and shape whereever reuired. Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately): Red sand stone exposed face fine dressed with rough backing. 70 mm thick 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 upto 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. In all kind of soil. From 0.00 to 1.50 Mt. 11.50 to 3.00 Mt. Fe 500 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fasts, tie, rods, grating etc. ( when not included in an over all rates) wrought to required form, including supply of steel bolts, nuts and wastage etc and their fixing required for proper completion of the work. 12 mm cement plaster of mix: 1: 4 (1 cement: 4 coarse sand) Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part 1), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level Rocky strata including Boulders.350 mm dia Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.150 mm nominal size dia Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia Gravel packing in tubewell construction in accordance with IS: 14097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Development of tube well in accordance with IS: 2800 (part 1) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of:150 mm dia Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part 1), including necessary bolts & nuts of required size complete.150 mm dia Providing and fixing Bail plug/Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part 1).150 mm dia Providing and fixing G.I. pipes complete with G.l. fittings including trenching and refilling etc. 50 mm dia nominal bore Providing and fixing 150 mm S.C.I. tee at the inlet and outlet of septic tank. Providing & fixing 75mm dia vent pipes. Providing & fixing of 75mm dia cast iron terminal guard. Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 560mm internal diameter Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.VV. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 150 Electric logging of bore hole Supply and Installation of 1.5 HP Submersible pump set complete Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. Supply and fixing of 80 mm thick Precast cement concerete and Fly Ash Zig Zag-Shape rubber moulded Interlocking paver blocks ISI mark confirming to IS 15658-2006 with top layer of minimum 5 mm thickness of O.P.Cement smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 30 Mpa and weigt 4.5 kg per including cost of material, with a blanket layer of 5.00 cm. thick local sand including labour, T & P etc required for proper completion of the work as directed by Engineer-in- charge. 40 mm thick rubbed stone flooring over 20 mm (anerage) thick base of cement mortar 1:5 (1 cement: 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement: 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone Providing & fixing of red Sandstone/MS bench with Ornainentetion on armrest (size 1050mm length and 450mm and height 450 mm) induding oundation & support with all necessary T&P etc all complete as per design of direction in engineer/Architect in charge. Providing & fixing of SS Dustbin size 487 x 399 x 1138 fixing on la foundation with base plate and wrapped with red andstone from all sides of 75mm with all complete as per design of direction in engineer/Architect in charge. Providing and fixing StandAlone Signage in Marble of approved thickness with powder coated 10-12mm MS letters and iBustration at desired locations with letters (in english, hindi and Braille)- ehed, through cut, infilled or painted, also including the ost of design, fabrication and onsite installation with an the necessary accessories and equipments for fixing on any surface as per drawing and design approved from Architect in charge English: Helvetica Font with min. 36 size Hindi: Krutidev Font with min. 36 size Signage-A Informative Sinage of Sandstone/ Marble of Size (1200 x 2100) MM visibility from both side Signage-C Informative Sinage of Sandstone/ Marble of Size (900 x 2400) MM visibility from both side Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). Supplying and stacking of good earth at site including royalty but including carriage 1km (earth measusred in stacks will be reduced by 20% for payment) Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment): Screened through sieve of I.S. designation 16 mm Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/or good earth to be paid separately). Rough dressing the trenched ground including breaking the clods. Fine dressing the ground Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and the good earth shall be paid for separately). With grass Turf. Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly, as per direction of officer in charge (Selection No. 1) Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20%: 1 part of stacked volume of manure after reduction by 18%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately): Holes 90 cm dia, and 90 cm deep Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 18%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable materials as per direction of officer in charge (excluding cost of plant & water) Providing and stacking of Acacia auriculiformis of ht. 150-165 cm in bag size of 25 cm as per direction of the officer-in- charge. Providing and stacking of Adansonia digitata (kalp vriksha) of ht. 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. Providing and stacking of Bombax ceiba of ht. 150-165 cm in poly bag size of 25 cm as per direction of the officer-in-charge. Providing and stacking of Bottle palm of ht. 150-165 cm bottom girth 20-25 cm well developed in big in poly bag size of 25 cm Jas per direction of the officer-in-charge. Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big in HDPE bags as per direction of the officer-in-charge. Providing and stacking of Azadirachta indica (Neem) of ht. 120- 130 cm in big in poly bags of size 25 cm as per direction of the officer-in-charge. Providing and stacking of Tulsi of ht. 30 cm with multi branches in big in poly bags of size 20 cm as per direction of the officer- in-charge. Providing and stacking of Phyllanthus (Amla) of ht. 150-165 cm in big in HDPE bags as per direction of the officer-in- charge. Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in- charge. Supply and burring of Safe Earthing Electrode T-19, (Hot Dip Galvanized), Length up to 3000mm, outer Dia 50 mm inner Dia 25 mm, terminal Dia 12mm, outer Gl pipe of 16 swg and inner Gl pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity and one earthing lead of 25mm x 3mm G.l. strip, upto switch board (from apron to switch board, the cost of G.l. strip will be extra) along with 30 cm square C.l. frame with hinged cover & masonry housing Make: As approved in U.P.P.W.D., & C.P.R.I. Certified Supply and laying of 25mm x 3mm G.l. strip from earth electrode directly in the ground as required complete in all respect. Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 10 sq. mm 4 core 25 sq. mm 3-1/2 core 170 sq. mm 3-1/2 core Supplying and laying of following size owe HOPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming tolS 14930, Part II complete with fitting and cutting, Jointing etc. Jn the existing trench complete as required. 63 mm dla (OD-63 mm & D-51 mm nominal) Supply, Installation, Testing and Commissioning of LED RGB/RGBW floodlighting luminaire for facade lighting with Die- cast aluminium housing, powder-coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270 V AC, 50 Hz with power factor > 0.9 Fixture shall be suitable to operate at an ambient temperature range of 10°C to +50°C and shall be IP 65 and IK 06 rated. Lifetime shall be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS (IS 10322) and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required.30V Supply Installation, Testing and Commissioning of ongrid Solar Photo voltaic Power Plant conforming to MNRE specifications as amended, consistingofMono/PolyCrystallinesiliconsolarcells,net meteringfacility,necessaryprotections, earthing, mounted on Aluminium/Gl structure of suitable strength with following componentscompleteasrequired: a) Solar PhotovoltaicModuleofca pacity330VVporabove, manufacturedinIndia, conformingtolS1428 БЛЕС61215, ISMEC61730-Part-1, ISMEC61730-Part- 2.SolarPhotovoltaicModuleconversionefficiencyshallnotbelessth an16.5%.PVmodules usedinsolarpowerplants/systemsmustbewarrantedfortheiroutp of 2.5Hz,output voltagesuitabletogenerateAC utpeakwattcapacity, whichshouldnotbelessthan90%attheendof 10yearsand80% atthe end b)PowerConditioning Unit (PCU)of350 800VDCInputvoltagerangeand400V threephase, 4wire, 50Hz+/- Powerwithefficiencynotlessthan97%,totalharmonicdistortionles sthan3% suitableforambienttemperaturefrom0to50degreeC.TheP CUshalladjustthe voltage and frequency level to suit the Grid Voltage Frequency. c) Data Monitoring System complete with accessories. d) FixingofArray junctionbox&Main junctionboxwith IP65protectionand terminationarrangement for incomingandoutgoingcablealongwithglands, lugs and other accessories etc. as required, e) Lightning and surge voltage protection. f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kVgrade armouredpower and control cables between solarmodules, mainpower cable togrid supplyPCUunit alongwith supplying&fixingofnecessarychannel/conduit lugsandotheraccessoriesetc.as required. 25 years. AC, Supply, Installation, Testing and Commissioning of LED RGB/RGBW floodlighting luminaire for facade lighting with Die- cast aluminium housing, powder-coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270 V AC, 50 Hz with power factor > 0.9 Fixture shall be suitable to operate at an ambient temperature range of 10°C to +50°C and shall be IP 65 and IK 06 rated. Lifetime shall be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS (IS 10322) and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 40VV Supply and Fixing of Spike Light for trees 12 watt Warm White. 31386 12VV Anthracite COB Garden Spike 30 (make (Philips/Panasonic/Havells or Eauivalent)) Supply and fixing of steplignt robus T DESIGN IP 67/1K 10 easy to mount with suitable mounting box BVVG 50 LED 50 /N/WPSU 220-240 V IP67 7043 (Philips/Havells/Panasonic or equivalet) Supply and fixing of LED Bollard robustly designed IP65/KL-7062 8112W LED WWW.NW.C/W, Clear Polycarbonate 0100 X 900mm M2 (Make Twinkle 1Qlite/Havells/Neri/Juvaas/Olient/Thor orequivalet) Lite- Receiving, storing, handling, shifting, installation, testing & commissioning of WAE. AENON.45.CHA For Wire Station C.A, RO Processing Capacity 25LPH, size: 466X580X1445, Watt; 220v/50Hz, Cooling 480w, Hot 450W, net weight 110kg, in material SS 304, with 3 tap: Cold 20 Ltr, Ambient-25Ltr including all accessories complete in all respect etc.(Make Voltas or Equivalent) Wiring point for light with 1.5 sq. mm.FR PVC insulated multistrand single core copper conductor cable in PVC conduit pipe with 1.5 sq. mm FRLSH PVC insulated multistrand copper conductor cable as earthing wire drawn inside the conduit partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete Modular type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash Wiring point for Exhaust Fan with 1.5 sq. mm. F.R. PVC insulated multistrand single core copper conductor cable in PVC conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earthing wire drawn inside the conduit partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete Modular type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash Wiring point for plug with 1.5 sq. mm. F.R. PVC insulated multistrand single core copper conductor cable in PVC conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earthing wire drawn inside the conduit partly concealed in the wall and partly laid in slab along with the reinforcement before concreting, complete Modular type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash Supply and fixing of recess/ Surface/Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set complete in all respect. CAT-AAA Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer Gl pipe of 16 swg and inner Gl pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.1, strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. Supply and fixing of recess/Surface/Pendent mounting round 10 to 15 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and Idriver set complete in all respect. CAT-AAA Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. (b) 10sq. mm 2 core Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect, The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Incharge. (b) 10sq. mm 2 core Supply and fixing of plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. (c) 10 sq. mm Supply and fixing of Two number 8 SVG G.I. wire in 15mm dia. G.I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T&P other material required for proper completion of the work as directed at site. S&F of 6 Amp to 32 Amp. SPMCB (10.KA) C Curve CAT-A S&F of 6 Amp to 32 Amp. SPMCB (10 KA) C Curve 32. Amp. DP MCB (10KA) CAT-A Supply and fixing of crimping, solderless, copper tin electroplated lugs of Dowells/Ismail make suitable for 1.5 sq.mm to 2.5 sq.mm cables, including tapping with insulating tape, complete in all respect. S&F single pole MCB blanking plate CAT-A S&F surface/flush mounting 8ways SPN distribution board with additional metal door without MCB complete in all respect, as directed by Engineer in charge. CAT- A Erection and testing of exhaust fan on the existing hole with suitable size of rag bolts, nuts and washers etc., complete in all respect. Supply and fixing of 16 gauge M.S. drum duly painted including making hole in the wall for exhaust fan and finishing properly complete in all respect. Supply and fixing of single phase multifunctional electronic energy meter 10 to 60 Amp. capacity fitted in integral box on wall complete in all respect. Supply of 225/230mm sweep ventilating (Light Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Copper motor for high air suction performance /Capacitor etc.), Noise level: (4550) dB, Power consumption: 45 W, Rated voltage: 230 V, Rated frequency: 50 Hz, Motor type: Normal Speed. Complete in all respect. 230 mm sweep Wiring point for light with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SVVG copper earth continuity wire, GP Box, piano type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash Wiring point for two ways light with 1.5 sq. mm. F.R. PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SVVG copper earth continuity wire, GP Box and two number two way piano type switches & ceiling rose / angle / batten holder on 3 mm thick phanolic laminated backelite sheet etc., complete in all respect, as directed, including matching colour wash. Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sq.mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SVWG copper earth continuity wire, GP Box, piano type switch & ceiling rose on 3 mm. thick backelite sheet etc., complete in all respect including matching colour wash. Wiring point for plug with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with14 SVVG copper earth continuity wire and piano type switch and socket etc., complete in all respect including matching colour wash. Wiring point for exhaust fan with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SVVG copper earth continuity wire, GP Box, 15A piano type switch & ceiling rose on 3 mm thick phenolic laminated backelite sheet etc., complete in all respect including matching colour wash. Wiring point for light in 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable (drawn through existing concealed steel conduit) and 5 Amp.flush type switch & ceiling rose/angle/batten holder fixed with 3mm thick phenolic laminated backalite sheet with brass machine screws and cup washers mounted over existing M.S. switch board box/junction box with supply of all material, labour & T&P etc. required for proper completion of the work as directed at site by the Engineer in charge.but for plug point with 5 Amp flush type switch and 3 pin socket and earth continuity wire of 1.5 sq.mm. FRLSH PVC insulated multi strand copper conductor cable. Add for light / fan points with modular type switch in place of piano type switch. Add for 2 way light point with modular switches in place of piano type switches. Add for plug point with modular switch & socket in place of piano type switch & socket. Add for HPMV/Exhaust fan point with modular type switch in place of piano type switch. Supply and wiring of submain with two number 1.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy guage rigid steel conduit partly laid in slab alongwith reinforcement before concreting and partly concealed in wall, with one no. 14 SWG copper earth continuity wire etc, complete in all respects including matching colour wash Supply and wiring of submain with two number 2.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy guage rigid steel conduit partly laid in slab alongwith reinforcement before concreting and partly concealed in wall, with one no. 14 SWG copper earth continuity wire etc, complete in all respects including matching colour wash. Supply and wiring of submain with two number 4 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with one number 14 SVVG copper earth continuity wire including matching colour wash etc. complete in all respect. Supply and wiring of submain with two number 6 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core aluminium conductor cable in 20 mm dia heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with one number 14 SVVG copper earth continuity wire including matching colour wash etc. complete in all respect. Supply and wiring of 4 number 6 sq.mm. FRLSH PVC insulated 1100V grade multistrand single core copper conductor cable in 25 mm dia heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with two number 14 SVVG copper earth continuity wire including matching colour wash etc, complete in all respect. Supply and wiring of 4 number 10 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 32 mm dia heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with two number 10 SWG Icopper earth continuity wire including matchina colour wash etc, complete in all respect, Supply and fixing of batten / angle holder complete in all respect. Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT-AAA Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. Supply and fixing of 3 Watt to 6 Watt LED Spot/Spike light luminaire Confirming to IP 66 Protection complete in all respect. CAT-AAA Supply of ceiling fan with fan motar of A.C. permanent insulation, capacitor rating conforming and IS: 374/79 and also comply with IS;1709//1984 with latest amendment. The rated voltage 220/240 volts, 50 Hz, 1-ph AC the fan assemble should consists of down rod blades, shackle canopies etc and with doubble ball bearing system. BEE 5 star rated -1200 mm sweep Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Incharge. (j) 25 sq. mm 3-1/2 core Supply and fixing of plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. (e) 25 sq. mm Supply and burring of Safe Earthing Electrode T-19 Zn-Zinc Coated, Length 3000mm, outer pipe 48.4mm x 3.2mm, inner pipe 26.9mm x 2.6, terminal Dia 12 mm, coating 80-100 micron filled with. crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonary housing. (From electrode terminal to switch board, cost of 25 x 3 G.J. Strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects, The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. Thea Monitoring System complete with accessories. d) FixingofArray IP65protectionand junctionbox&Main junctionboxwith terminationarrangement for incomingandoutgoingcablealongwithglands, lugs and other accessories etc. as required. e) Lightning and surge voltage protection. f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kVgrade armouredpower and control cables between solarmodules,mainpower cable S&F of 63 Amp. 4 pole MCB(10 KA) C Curve CAT-A S & F surface/Flush mounting 4ways TPN distribution board with additional metal door without MCB complete in all respect, as directed at site by Engineer in charge. CAT-A S & F surface/Flush mounting 6ways TPN distribution board with additional metal door without MCB complete in all respect, as directed at site by Engineer in charge CAT-A Supply and fixing danger board fabricated from 10 gauge M.S. Sheet as per I.E. Rules. Erection and testing of ceiling fan and regulator for room height upto 3.5 metres including supply of 3mm thick G.I.Pipe19mm dia. Duly painted, complete in all respect. Supply and fixing of shock treatment chart (prescribed under I.E. rules) duly framed with glass and supported from back with hard board or soft board with supply of all material labour T&P for proper completion of work. Supply and laying of 1800mm x 900mm x 12mm thick chequered rubbbber matting of tested quality. Supply and fixing of power plug with 20 Amp./250 volt flush type modular switch and 5 pin 20 A/250 volt flush type universal modular socket switch on concealed M.S box including supply of all material, labour T&P etc. required for proper completion of work. Supply and fixing hexagonal/Round G.P.fan box of approved make made up of 1.0 mm thick ISI Marked G.P.sheet spot welded Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed fitted with 300 mm round zink coted M.S Bar X 12 mm & brand name should be embossed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. Supply and fixing of electronic fan regulator(Modular) 120-280 V. ISI marked, on the existing switch board including making connections, required material, labour T&P etc. for proper completion of work to the satisfaction of Engineer in charge of work. Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.. Supply and fixing following modular base & cover plate on the existing modular /GP boxes etc. as required. 1 or 2 Module Supply and fixing following modular base & cover plate on the existing modular /GP boxes etc. as required. 3 Module Supply and fixing following modular base & cover plate on the existing modular /GP boxes etc. as required. 4 Module Supply and fixing following modular base & cover plate on the existing modular /GP boxes etc. as required. 6 Module Supply and fixing following modular base & cover plate on the existing modular /GP boxes etc. as required. 8 Module Supply and fixing following modular base & cover plate on the existing modular /GP boxes etc. as required. 12 Module Supply & Fixing of 12 Watt LED Bulb -B22/E27 (Colour Temp- 6500K/ Lumenes -900 Im) cool day light/ input volts (Ac 90 V- 260V, 3-star rating, suitable for batten/angle holder including making Connection in all respect. Supply & Fixing of 400 mm sweep wall mounnted (Light Duty fan complete with Plastic Blade & Pull Cord (Adjustable upward & downwword tilt mechanism/motorcapcitor etc.) Oscillation degree-90, Power Consumption, 60VV, Rated voltage: 230 V Rated Freuency:50 Hz, Speed 1350 RPM complete in all respect..
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 4
Uttar Pradesh View Result →
43.
Housing Urban and Rular Development #9443598 Technical Bid
Tender For Tourism Development Work Of Birth Place Of Maharshi Patanjali Located At Village Codar, Development Block-Vajeerganj,Vidhan Sabha-Tarabganj,Dist-Gonda, 1 Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. 2 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 upto 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. In all kind of soil.1.50 to 3.00 Mt. 3 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 4 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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 5 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in foundation and plinth in:1:6 (1 cement : 6 sand) 6 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 7 Filling of earth in plinth in 20cm layer including leveling, dressing and watering and also including of supply of earth including carted loading & unloading as per direction of Engineer incharge.. 8 Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. 9 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). 10 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. 11 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in super structure above plinth level up to floor v level in all shapes and size in:1:6 (1 cement : 6 sand) 12 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in super structure above plinth level up to floor v level in all shapes and size in:1:4 (1 cement : 4 sand) 13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) 14 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). 15 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :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) 16 T.M.T.-FE-500 steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. 17 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 18 12 mm cement plaster of mix : 1: 6 (1 cement : 6 coarse sand) 19 12 mm cement plaster of mix : 1: 3 (1 cement : 3 coarse sand) with neat cement finish 20 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid forseparately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 40 mm thick 21 Supply fabrication transporting, hoisting and fixing in position good quality of 70mm Red sandstone in various elements for all levels. stone shall be free from cracks, linesstains and even in shade for each element The The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine}, ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work Shall be of very good quality.The stones to be fixed in line, level and plumb in all respect with the use of brass clamps,pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects 22 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cementmortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone 23 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand),including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone 24 Stone work plain ashlar in arches in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering,shuttering and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 25 Supplying, designed, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70 mm red sandstone, and 18 mm marble insertion and 6-10mm powder coated MS sheet in various elements for all level. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings defferent process of i.e carving(manual/by machine), ornamental work, treditional work , figure work (any type , any size), CNC cutting, moulding , etching, buffing and polishing . The carving and moulding work shall be of very good quality. The work to be fixed in line , level and plumb in all respect with the use of brass clamps , pins , (to be paid seprately) dowels , cement slurry with maching pigment and epoxy of akemi Germany, Ardex Endura , MYK laticrete or approved make as required and as approved by the architect in charge. 26 Supplying , fabricating, & fixing in position ornamental jharokha of cement concrete of size 500mmX 700mm & 200mm wide 27 Supplying , fabricating, & fixing in position ornamental arched stone chhatri of size 3400mmX 350mm & 1300mm hieght 28 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 29 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. 30 Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire 31 Concrete of M25 grade with minimum cementcontent of 330 kg /cum All works above plinth level upto floor V level 32 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement : 4 coarse sand) 33 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand) 34 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. 35 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 coarse sand) with joints 3mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar Red sand stone 36 Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling & dressing & finishing the top smooth. 37 25mm Thick Kota Stone Slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mix with pigment to match the shade of slab includig rubbing and polishing complete with base of cement morter. 38 25mm Thick Kota Stone Slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mix with pigment to match the shade of slab includig rubbing and polishing complete with base of cement morter. 39 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. 40 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 Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 41 Providing and fixing of flush door shutters commercial quality conforming to IS : 2202 Part I (1983) including fixing fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, bolts locks, handles, springs and other fittings but excluding their supply and including painting with two coats of black Japan paint on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally. 35 mm thick 42 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) On one side only. 43 Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. Casement cum fixed panel window having both end single casement panel, middle fixed panels and at top completely fixed ventilator with S.S friction hinges (350 x 19 x 1.9) made of (big series) frame 67 x 60 mm, sash 67 x 80 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ± 0.2 mm and single glazing bead/double glazing bead of appropriate dimension. (Area of window above 3.00 sqm upto 5.00 sqm). 44 Providing and fixing factory made door frame (single rebate) made out of solid foam PVC extruded profile of minimum 60mm width and minimum 30 mm thickness, having homogenous fine cellular structure and integral smooth outer skin. The frames vertical and horizontal members to be mitered cut and joined together with PVC solvent adhesive / cement and both corners strengthened with fully threaded steel screws (of required size) fixed diagonally. The door frame is to be fixed to door jambs using 6 Nos. SS 304 grade minimum 8 mm dia CSK Phillips stainless steel self tapping screws/fasteners with PA6 grade polyamide sleeves both of required size, and gap if any between the door frame and the jamb must be filled with clear silicon, complete as per direction of the Engineer-in- Charge. 45 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 46 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete . 47 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) 300x16 mm 48 Chequerred precast cement concrete tiles 22 mm thick in footpath &courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement. 49 Making khurras 45x45 cm with average minimum thickness of5 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 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 50 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. 110 mm bend 51 110 mm Shoe 52 Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 250x16 mm. 53 Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete :250x10 mm 54 Providing and fixing aluminium handles ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :125 mm. 55 Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance > 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised @ 80 gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size 24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-incharge. With 20 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.7) 56 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 57 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 tinnable priming coat with cement primer 58 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). 59 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. 60 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. 61 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 62 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(C ) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e ) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 63 Construction of drain along with apron. 64 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. 65 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete 66 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick 67 Columns, Pillars, Piers, Abutments, Posts and Struts 68 Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts 69 Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, buttresses and cantilevers. 70 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid 71 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern 72 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinalpartitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finishedsmooth. Granite Stone of approved shade 73 Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete 74 Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 75 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 76 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 requirea)White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tappillar tap. 77 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 32mm dia 78 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 79 Providing & fixing 60x2cm. C.P. brass towelrail complete with C.P. brass brackets fixed to wooden cleats with C.P. brass screw. ESSCO AEC-1111 80 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore 81 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.(Internal Work) 32 mm dia nominal bore. (medium duty) 82 20 mm dia. nominal bore 83 25 mm dia. nominal bore 84 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal outer dia Pipes 85 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal outer dia Pipes 86 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. a) 110mm diameter 87 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. a) 110mm 88 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. a) 15mm nominal bore 89 Providing & fixing CP brass short body of approved quality conforming to IS 8931 a) 15mm nominal bore 90 Providing and fixing gun metal gate valve with wheel of approved quality. 25 mm nominal bore 91 Providing and fixing gun metal gate valve with wheel of approved quality. 32 mm nominal bore 92 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete a) 20 mm nominal bore 93 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete b) 25 mm nominal bore 94 Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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. a) Circular Tank 95 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80X50cms including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).With FPS bricks of class designation 150 (i) For Sewer Line 96 Extra for depth for manholesSize 90x80 cm 97 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. 110 MM BEND 98 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group A 99 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 100 Supply & fixing of 12 Watt LED Bulb - B22 / E27 (Colour Temp.- 6500K/ Lumens- 900 lm) cool day light, Input Volts (AC 90V-Z60V), 3-Star rating suitable for Batten/Angle holder induding making connection.Complete in all respect. 101 Supply&fixingof225/230mmsweepventilating(Light Duty) exhaust fan.complete with Metallic Blade (Steel bird guard protector /Copper motor for high air suction performance/Capacitoretc.),Noise level : (45 - 50) dB, Power consumption : 45 W, Rated voltage : 230 V. Rated frequency : 50 Hz, Motor type : Normal Speed. Complete in all respect. 102 Supplyingandlayngof aluminiumconductorPVCinsulated armouredserved sheathedcable 1 IOO volts grade at the depth of 750 mm hellow ground level over a cushion of 75 mm thick sand allaroundandprotectedwithburntbricksonsideandontop .On surfacethe cablerun shallbefixedonMSclampsetc.of suitablesize or as directedby the Engineer-lncharge ,complete inallrespect.Thearmouringofthecableshallbeproperly connected with the earth conductor by clamps etc. Following size size 6 sq mm x 2 core 103 Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required. 3 Module 104 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire. 105 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required.2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire. 106 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 107 Supply and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 108 Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 109 Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C series,miniature circuit breaker (MCB)suitable for inductive load offollowingpolesin the existingMCBDBcomplete with connections, testing andcommissioning etc. as required.single pole 110 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required.S/F DP MCB Isolator 111 Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts,residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. 40 amps. 112 Supplying and fixing followingway, horizontal type TP&N, sheet steelMCB distribution board,415 V on surface /recess,completewithtinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators).4 way (4 + 12), Double door 113 Supplying and laying 25 mm x 5 mm.G.I. strip at 0.50 metre belowground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 114 Providing and fixing M.V. dangernotice plate of 200mmx150mm made of mild steel, atleast 2mm thick and vitreous enamelled white on both sides and with inscription singleredcolouronFRLSontsideas required. 115 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 116 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. 117 Supply & fixing of Batton/Angle holder including making connection etc. as required. 118 Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required. 3 Module 119 Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required. 4 Module 120 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 121 Supply of LED Tube Light with Metal heavy duty Box type batten Light fitting 1X22 watt suitable for upto 1X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect. 122 Laying of CC interlocking tiles 80 MM 123 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.Rocky strata including Boulders.350 mm dia 124 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.100 mm nominal size dia 125 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.100 mm nominal size dia 126 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 127 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 128 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 129 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of:150 mm dia 130 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150 mm dia 131 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I).150 mm dia 132 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 80 mm dia nominal bore 133 Supplyof Submersibule pump with control panel, support wire etc. complete 1.50 H.P. (KSB / EQ.) 134 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 135 Providing and fixing 150 mm S.C.I. tee at the inlet and outlet of septic tank. 136 Providing & fixing 75mm dia vent pipes. 137 Providing and fixing soil, waste and vent pipes : Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. 100 mm diavent pipes. 138 Providing & fixing of 75mm dia cast iron terminal guard. 139 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 150 140 Providing lead caulked joints to sand cost iron/ cetrifugally cast (squn) irons pipes & fitting of dia. 75 mm 141 100 mm 142 Providing and fixing toilet paper holder : C.P. brass 143 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and includingcement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : For 100 mm dia. Pipe 144 For 75 mm dia. Pipe 145 Providing and fixing collar: Sand cast iron S&S as per IS - 3989 146 Sand cast iron S&S as per IS- 3989 147 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet Sand cast iron S&S as per IS - 3989 148 Providing and fixing plain bend of required degree. 100 mm dia 149 75 mm dia 150 Providing and fixing single equal plain junction of required degree : Sand cast iron S&S as per IS - 3989 151 Sand cast iron S&S as per IS - 3989 152 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 153 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. 154 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 25 mm nominal outer dia .Pipes. 155 32 mm nominal outer dia. Pipes. 156 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work 40 mm dia. nominal bore 157 50 mm dia. nominal bore 158 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore 159 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 40 mm diameter pipe 160 50 mm diameter pipe 161 Providing and filling sand of grading zone V or coarser grade all- round the G.I. pipes in external work. 40 mm diameter pipe 162 50 mm diameter pipe 163 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 164 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 including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m, as directed by Engineer-in-Charge: Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 165 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 : 150 mm diameter 166 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe 167 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 168 Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm(Granite of any shade) 169 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 170 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 171 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 172 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 173 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 174 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 175 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 176 Rough dressing the trenched ground including breaking the clods. 177 Fine dressing the ground 178 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and the good earth shall be paid for separately). 179 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 180 Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge (Selection No. 1) 181 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 182 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 183 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 184 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 185 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 186 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 187 Providing and stacking of Bombaxceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 188 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 189 Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40- 50 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 190 Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35- 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 191 Providing and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. 192 Providing and stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35 cm as per direction of the officer-in-charge. 193 Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 194 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 195 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 196 Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 197 Providing and stacking of Ficus benjamina (green) of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge. 198 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge. SHRUBS 199 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 200 Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. 201 Providing & fixing of red Sandstone/MS bench with Ornainentetion on armrest (size 1050mm length and 450mm and height 450 mm) induding oundation & support with ·all necessary T&P etc all complete as per design of direction in engineer/ Architect in charge. 202 Providing & fixing of SS Dustbin size 487 x 399 x 1138 fixing on a foundation with base plate and wrapped with red andstone from all sides of 75mmwithallcomplete as perdesignofdirectionin engineer/ Architect in charge. 203 Providing and fixing StandAlone Signage in Marble of approved thickness with powder coated 10-12mm MS letters and iBustration at desired locations with letters (in english, hindi and Braille)- ehed, through cut, infilled or painted, also including the ost of design, fabricationand onsiteinstallationwithan thenecessary accessories and equipments for fixing on any surface as per drawing and design approved from Architect in charge English:HelveticaFontwithmin. 36size Hindi: Krutidev Fontwith min. 36 size Signage-A 204 same as above item but Signage-C 205 Water Dispenser - Receiving, storing, handling, shifting, installation, testing & commissioning of Voltas water cooler, including all accessories completein all respect etc. (Make - Voltas or Equivalent) 206 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thickincluding accessories, and providing masonry enclosure with cover plate having ocking arrangement and watering pipe of 2.7 metrelong etc. with charcoal/coke and salt as reQ uired 207 Supplying andlaying 25 mm X 5 mm G.l strip at 0.50 metre below ground as strip earth electrode,including connection/ terminating with G.I. nut bolt, spring, washer etc. as required. (Jointing shall be done by overlapping 208 Supplyandlayingof aluminiumconductorPVCinsulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 25 sqmm 3.5 core 209 Supplying and making end termination with brass compression gland and aluminiumlugs for following size of PVC insulated and PVC sheathed / XLPE aluminiumconductor cable of 1.1 KV grade as required. 25 sqmm 3.5 core 210 Supplying and·laylng of follow1ng size owe HOPE pipe ISI marked alongwith all accessories llke socket, bend, couplers etc.conforming toIS14930, PartII completewithf!ttingandcuttlng,Jolntlngetc. Jntheexisting trench complete as required. 63 mm dla (0D·63 mm &D-51 mm nominal) 211 Supply, Installation, Testing and Commissioning of LED RGB/RGBW floodlighting luminaire for facade lighting with Die-cast aluminium housing, powder-coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver andcapable of operating at line voltage without any separate power supply from 100-270 V AC, 50 Hz with power factor > 0.9 . Fixture shall be suitable to operate at an ambient temperature range of - 10°C to +50°C and shall be IP 65 and IK 06 rated. Lifetime shall be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS (IS 10322) and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required.30W 212 Supply, Installation, Testing and Commissioning of LED RGB/RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing, of following wattage. Luminaire shall be capable of producing dynamic color changing light with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100 to 270 V AC, 50 Hz, power factor > 0.9 . Fixture shall be suitable to operate at ambient temperature range of -10°C to +50°C and shall be IP 65and IK06 rated. Lifetime should be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required.40W 213 Supply and fixing of LED Bollard robustly designed IP65/KL·7062 8112W LED WW.NW.CW, Clear Polycarbonate 0100 x 900mm M2 (Make Twinkle Lite-·1Qlite/Havells/Neri/Juvaas/Olient/ Thor orequivalet)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 3
Uttar Pradesh View Result →
44.
Housing Urban and Rular Development #9443307 Technical Bid
Tender For Eco-Tourism Development Work And Additional Basic Facility Of Ajjepur Lake At District-Sitapur (U.P.), 1 Eco-Tourism development workand additional basic facility of Ajjepur Lake at District-Sitapur (U.P.) 2 Removing Sewar & Jal Kumbhi for main canal, branches, Distributries, escape and drains & itr disposal at the toe of bank and destroying it by burning 3 Cutting Behaya/ Gondi grass and elephant grass and uprooting behaya & disposal beyond 100 mts 4 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 5 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern 6 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below 7 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 8 For thickness of tiles 10 mm to 25 mm 9 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 10 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. 11 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 leads including all lifts involved. 12 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. 13 Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. 14 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). 15 Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform 16 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite stone slab colour black, Cherry/Ruby redArea of slab over 0.50 sqm 17 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 18 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 colours 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 grouting the joints with white cement and matching pigments etc., complete. 19 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 Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 20 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. 21 (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. 22 (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. 23 (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 24 Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. 25 (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. 26 Using R4 series with frame (115 mm & above) x (45 mm & above) & sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on two end panels along with multi-point locking system. (Height above 1.8 metre) 27 Providing and fixing stainless steel (SS-304 grade) friction hinges to the side/top hung uPVC windows, of approved quality, with necessary stainless steel screws etc. as per direction of Engineer-in-charge. 28 Providing and fixing casement handle made of zinc alloyed (white powder coated) for uPVC casement window with necessary screws etc. complete. 29 Providing and fixing glazing in door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) 30 Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance ? 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. 31 The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. 32 With 20 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.7) 33 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 34 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. 35 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete 36 SUB STRUCTURE 37 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 including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil 38 1.50 M TO 3.0 M 39 Filling By carted earthin trenches, plinth, sides of foundation, campus etc. in layers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50 m & lift upto 1.50 m. 40 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 41 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 42 Providing and laying Cement concrete 1:2:4 (1cement :2 coarse sand :4graded stone ballast 20 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 43 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 44 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. 45 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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 46 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/ cum. Excess/less cement used as per design mix is payable/recoverable separately). 47 All works upto plinth level 48 All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum 49 Centering and shuttering including strutting, propping etc. and removal of form for : 50 Foundations, footings, bases of columns, etc. for mass concrete 51 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 52 Lintels, beams, plinth beams, girders, bressumers and cantilevers 53 Shelves (Cast in situ) 54 Lintels, beams, plinth beams, girders, bressumers and cantilevers 55 Columns, Pillars, Piers, Abutments, Posts and Struts 56 Edges of slabs and breaks in floors and walls 57 Class-150 brick work in 1:6 cementand Coarse sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work. 58 Class-150 brick work in 1:6 cementand Coarse sandmortar in Superstructure above plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work. 59 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. Cement mortar 1:4 (1 cement :4 coarse sand) 60 Coursed rubble masonry (first sort) with hard stone in foundation and plinth with : Cement mortar 1:6 (1 cement : 6 coarse sand) 61 Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. 7.8.1 Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) 62 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pits wall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints,surrounding of pipes and conduits etc.complete(plinth area of the building at ground floor only shall be measuredas per I.S.6313(Part ll 1981) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used.The rate of application of chemical emulsion shall be as follows:-(1)treatment for masonary & foundation 5 litres per sq.m.(2)back fill in immediate contract with foundation 7.5 litre per sq.m(3)treatment of top surface of plinth filling 5 liters per sq.m.(4)treatment of soil along external parameter of building 7.50 lire per sqm. (For payment plinth area to be measured as per IS Code). 63 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. 64 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 65 12 mm cement plasterof mix:1:6 (1 cement: 4 coarse sand) 66 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 4 coarse sand) 67 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) 68 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster 69 Cement plaster (1:3) finished with a floating coat of neat cement.20 mm Cement Plaster 70 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate 71 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement 72 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to matchthe shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Medium shade pigment using 50% white cement50% Grey cement 73 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) 74 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. 75 Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 76 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). 77 SUPER STUCTURE 78 CONSTRUCTION OF SUPER STRUCTURE IN BAMBOO WOOD INCLUDING DESIGNING AND CONSTRUCTION COMPLETE AS PER ACHITECTURAL DRAWING & DESIGN IN WALL 79 CONSTRUCTION OF SUPER STRUCTURE IN BAMBOO WOOD INCLUDING DESIGNING AND CONSTRUCTION COMPLETE AS PER ACHITECTURAL DRAWING & DESIGN IN SLAB 80 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or withoutgrooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 81 COST OF ACCESSORIES FOR KIDS PLAY ZONE 82 COST OF SITTING BENCHES 83 R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately). 84 Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used (a) With G.I. barbed wire 85 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.Red sand stone 86 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. . 70 mm thick 87 Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backing with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately). Stainless steel cramps 88 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 89 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 90 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete. 91 Boulder filing in coffer dam to retain the structure 92 Empty cement bags of good condition (plastic) filled with local sand including filling, stitching, stacking at site of work 93 Dewatering of Water from lake 94 Boring with hydraulic piling rigs with power units, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles 95 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 96 Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. 97 Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. 98 Single pile upto 50 tonne Safe capacity 99 Initial test (Test Load 2.5 times the Safe capacity) 100 Routine test (Test Load 1.5 times the Safe capacity) 101 Fabrication of boat Shape wood and M.S. Composite Structure 102 Contruction of temporary Coffer Dam for construction of under water structure 103 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 104 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 105 Providing & fixing 75mm dia vent pipes. 106 Providing & fixing of 75mm dia cast iron terminal guard. 107 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 108 HD . -20- Circular shape 500mm internal diameter 109 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. 110 With F.P.S. bricks 111 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 Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 112 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including waterthinnable priming coat with cement primer having VOC content less than 50 gram/litre 113 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 114 15mm nominal bore 115 Supply and fixin g of UPVC S.W.R. Nahni trap size 100/75mm, 100/90mm confirming to IS - 14735 self cleannig design fixed in PCC 1:2:4 and supply and fixing of 125mm dia heavy duty CP brass jali. 116 a) 100 mm inlet and 75 mm outlet 117 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank. 118 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 119 15 mm nominal outer dia pipes 120 20 mm nominal outer dia pipes 121 Providing and fixing of Water Cooler including all fittings etc. complete 122 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 123 20 mm nominal bore 124 Directional & Informative Signages (MR) 125 Providing and fixing StandAlone Signage in Stone of thickenss 100mm or approved thickness with powder coated 10-12mm MS letters and illustration at desired locations with letters (in english, hindi and Braille)- etched, through cut, infilled or painted, also including the cost of design, fabrication and onsite installation with all the necessary accessories and equipments for fixing on any surface as per drawing and design approved from Architect in charge English: Helvetica Font with min. 36 size Hindi: Krutidev Fontwith min. 36 size 126 Signage-A (MainBoards) 127 Providing, supplying, designing, fabricating and fixing of signage and information board with Text and Illustrations as per approved location and drawings & design of Architect in charge 128 Providing and fixing 450X900 powder coated 10-12mm MS sheet and 25mm Corian Signage at desired locations with letters (in english, hindi and Braille) and illustrations - etched, through cut, infilled or painted, also including the cost of design, fabrication and onsite installation with all the necessary accessories and equipments for fixing on any surface as per drawing and design approved from Architect in charge English: Helvetica Font with min. 16 size Hindi: Krutidev Fontwith min. 16 size 129 Providing and fixing 300X300powder coated 10-12mm MS Signage at desired locations with letters (in english, hindi and Braille) and illustrations - etched, through cut, infilled or painted as per the design approved from Architect in charge, also including the cost of design, fabrication and onsite installation with all the necessary accessories and equipments for fixing on any surfaceas per drawing and design approved from Architect in chargeEnglish: Helvetica Font with min. 16 sizeHindi: Krutidev Fontwith min. 16 size 130 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5 m. All kinds of soil 131 Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. 132 Supply and laying of confined lining system using EW 100. The base material should be virgin polymer (density 0.935-0.965 g/cm3) and the sheet should be textured with multiple rhomboidal indentations with min 10 mm diameter perforations on the cell walls. Following properties to be mandatorily met:• The seam peel strength should be 1420 N. • The carbon black Dispersion (ASTM D 5596) to be 1• Tear resistance (ASTM D 1004)>190 N(MD) and >215 N (TD)• Co-efficient of Linear thermal Expansion (ISO 11359-2, -30 to +30 C) >150 ppm/degree C• Dynamic Modulus by DMA (ISO 6721-1) at 60 C>225All Material to be laid with complete accessories etc as per the satisfaction of the engineer.Supply and laying of non-woven filter media of min 280 GSM having AOS of >70 microns, thickness 1.4mm and elongation >50% including all overlaps etc complete 133 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 134 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 135 Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. 136 Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thicklawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).In rows 5 cm apart in both directions 137 Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).With grass Turf. 138 Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. 139 Supplying & Stacking of Selection No.1 doob grass turf at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. 140 LANDSCAPE WORKS 141 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 142 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 143 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 144 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 145 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 146 Rough dressing the trenched ground including breaking the clods. 147 Fine dressing the ground 148 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and the good earth shall be paid for separately). 149 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 150 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge 151 With grass Turf 152 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 153 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 154 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 155 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 156 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 157 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 158 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 159 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 160 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 161 Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 162 Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35 - 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 163 Providing and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur)of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. 164 Providing and stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35 cm as per direction of the officer-in-charge. 165 Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 166 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 167 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 168 Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 169 Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. 170 Providing and stacking of Ficus benjamina (green) of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge. 171 SHRUBS 172 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 173 Providing and stacking of Ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.. 174 Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushtyshape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.. 175 Providing and stacking of Tradescantia zebrina having in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 176 Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Poly bags & as per direction of the officer-in-charge. 177 Providing and stacking of Asparagus sprengeri of height 15 cm to 20 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.. 178 Providing and stacking of Ophiopogon jaburan ( variegated ), full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. 179 Providing and stacking of Washingtonia filifea palm stem ht. 120-135 cm with 8-10 healthy leaves lush green leaves well developed in big size HDPE Bags as per direction of the officer-in-charge 180 FRP Penguin Dustbin, 3 Feet, 40L 181 Stainless Steel Pole Mounted Waste Dual Dustbin, Material Grade: SS202, Capacity: 40 Liters 182 Community Dustbin With Stand 183 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre below ground level. 300 mm dia 184 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of requireddia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia 185 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm Nominal Size dia 186 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -incharge. 187 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 188 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 189 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm Dia 190 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.150 mm clamp 191 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).150 mm Dia 192 Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc. 193 50 mm nominal size dia 194 Electric logging of bore hole 195 Supply and Installation of 5 HP Submersible pump set with 250 LPM discharge complete pipes with fittings 196 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 197 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. 198 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 199 W.C. pan with ISI marked white solid plastic seat and lid 200 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 201 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: 202 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 203 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 204 Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern 205 Providing & fixing stone slab table rubbed, edges rounded and polished of size 75 X 50cm deep and 1.8 cm thick fixed in urinal patitions by cutting chase of appropriate width with chase cutter and embedding the stone in chase with epoxy grout or with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregste 6mm nominal size) as per Engineer-in-charge and finished smooth 206 Granite stone of approved shade 207 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 208 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 209 Flexible pipe 210 i) 32 mm dia 211 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 212 Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. 213 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 : 214 Circular shape 450 mm dia 215 Rectangular shape 1500x450 mm 216 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 217 Providing and fixing toilet paper holder : 218 C.P. brass 219 Supply and fixing of UPVC S.W.R. pipe type -B confirming to IS- 13592 including jointing the pipes with rubber ring, lubricant and UPVC SWR cuplar confirming to IS - 14735. Also including excavation of trenches cutting of walls and holes and repairing the walls floors and refilling the trenches as before but excluding supply and cost of other fittings such as elbow, bead, tee and Y-tee including supply of all material labour and T&P .Required for proper completion of the work. 220 90 mm O.D. 221 110 mm O.D. 222 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 223 110 mm 224 Supply and fixing of UPVC S.W.R. door bend confirming to IS- 14735 225 90 mm size 226 110 mm size 227 Supply and fixing of UPVC S.W.R. Plain Tee confirming to IS- 14735 228 90x90x90 mm size 229 110x110x110 mm size 230 Supply and fixing of UPVC S.W.R. Plain bend confirming to IS- 14735 231 90 mm size 232 110 mm size 233 Supply and fixing of UPVC S.W.R. Door Y confirming to IS- 14735 234 90 mm size 235 110 mm size 236 Supply and fixing of UPVC S.W.R. Cowel confirming to IS- 14735 237 90 mm size 238 110 mm size 239 Supply and fixin g of UPVC S.W.R. Nahni trap size 100/75mm, 100/90mm confirming to IS - 14735 self cleannig design fixed in PCC 1:2:4 and supply and fixing of 125mm dia heavy duty CP brass jali. 240 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour weighing not less than 105 gms. 241 Providing & fixingPTMT towel ring trapezoidal shape 215 mm long 200 mm wide with minimum distance of 37 mm from wall face with concealedfittings arrangement of approved quality and colour weighing not less than 88 gms 242 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 243 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 244 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall 245 20 mm nominal outer dia pipes 246 25 mm nominal outer dia pipes 247 32 mm nominal outer dia pipes 248 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. 249 Internal work - Exposed on wall 250 25 mm nominal outer dia Pipes 251 32 mm nominal outer dia Pipes 252 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 253 15 mm nominal outer dia pipes 254 20 mm nominal outer dia pipes 255 Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. External work 256 40 mm dia, nominal bore 257 50 mm dia, nominal bore 258 Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 259 25mm dia, nominal bore 260 32 mm dia, nominal bore 261 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 262 25 to 40 mm nominal bore 263 Providing and fixing uplasticised PVC connection pipe with brass unions : 264 45 cm length 265 15 mm nominal bore 266 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet100 mm diameter 267 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (internal work -exposed on walls) 268 20 mm nominal outer dia pipes 269 25 mm nominal outer dia pipes 270 32 mm nominal outer dia pipes 271 Painting GI pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality 272 40 mm dia, nominal bore 273 50 mm dia, nominal bore 274 Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work 275 40 mm dia, nominal bore 276 50 mm dia, nominal bore 277 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 278 20 mm nominal bore 279 25 mm nominal bore 280 Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931 281 15mm nominal bore 282 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 283 15mm nominal bore 284 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 a) 15 mm nominal bore. 285 15 mm nominal bore 286 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 287 Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : 288 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. 289 Supply and fixing of UPVC S.W.R. pipe type -B confirming to IS- 13592 including jointing the pipes with rubber ring, lubricant and UPVC SWR cuplar confirming to IS - 14735. Also including excavation of trenches cutting of walls and holes and repairing the walls floors and refilling the trenches as before but excluding supply and cost of other fittings such as elbow, bead, tee and Y-tee including supply of all material labour and T&P .Required for proper completion of the work. 290 110 mm O.D. 291 160 mm O.D. 292 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 293 110/100 mm diameter pipe 294 150 mm diameter pipe 295 Supply and fixing of UPVC S.W. R. Gully trap confirming to IS - 14735 size 150x110 mm dia of self cleaning design including fixed brick Masonary chamber 250x250x250mm Size i/ c supply and fixing of CI cover with frame weight not less then 4.50Kg. & CI grating 150x150mm complete in all respects. 296 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab 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) Fisnihed with a floating coat of neat cement complete as per standard design : 297 (a) Inside size 900 x 800mm and 500mm deep including C.I. Cover frame. 298 (b) Inside size 1200 x 1200mm and 1.0meter deep including C.I. Cover frame. 299 Extra over Item No. 24.27 for every additional depth of 0.10 metre or part there of main hole. 300 (a) Size 900 x 800 mm 301 (b) Size 1200 x 900mm 302 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank. 303 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 304 Group C 305 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 306 Submains : 307 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 308 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 309 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 310 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 311 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 312 5/6 A switch 313 3 pin 5/6 A socket outlet 314 3 pin 5/6 A socket outlet 315 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 316 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. 317 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 318 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 319 Upto 450 mm sweep 320 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required. (for A.C. Point/MCB Point) 321 Supplying and fixing PVC batten/ angle holder including connections etc. as required. 322 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 323 Armoured Cables (Cable/Gland/Lug) : 324 Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm bellow ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top .On surface the cable run shall be fixed on MS clamps etc.of suitable size or as directed bythe Engineer-Incharge ,complete in all respect.The armouring of the cable shall be properly connected with the earth conductor by clamps etc. Following size 325 size 6 sq mm x 2 core 326 size 10 sq mm x 2 core 327 Supply and fixing of brass nickle plated compression gland for pvc insulated & armoured served sheaththed ,underground cable including rubber ring etc. complete in all respect. Thearmouring of the cable shall be properly connected with the earthas per direction of engineer-incharge. for cable 328 size 6 sq mm x2 core 329 size 10 sq mm x2 core 330 Supply and fixing ofplain or pin type copper tin plated cable socket (lug) to cable leadsfor pvc insulated & armoured cable insulating with tape and making connection. complete in all respect as per direction of engineer -incharge. for cable 331 size 6 sq mm 332 10 sizesq mm 333 MCBs & DB’s : 334 Supplying and fixing following way, single pole and neutral (SPN), sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 335 8 way , Double door 336 12 way , Double door 337 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 338 Single pole 339 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 340 Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 341 40 A 342 Supplying and fixing following rating, doublepole, (single phase and neutral) SPN, 230 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 343 40 A 344 Non-Schedule Items 345 Supply and fixing of LED Tube Light fitting suitable for up to 1X22 Watt LED Tube Light on surface complete in all Respect . 346 Supply and fixing of 3 watt to 6 watt LED(spot light) fitting Confirming to IP 65 and above protection Complete in all respect. CAT. - AAA (Use as a Decorative Mirror Light) 347 Supply & fixing of 12 Watt LED Bulb - B22 / E27 (Colour Temp.- 6500K / Lumens - 900 lm) cool day light, Input Volts (AC 90V-260V), 3-Star rating suitable for Batten/Angle holder including making connection.Complete in all respect. 348 Supply & fixing of 225/300mm sweep ventilating (Light Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Copper motor for high air suction performance /Capacitor etc.), Noise level : (45 - 50) dB, Power consumption : 45 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Motor type : Normal Speed. Complete in all respect. 349 Earthing Work : 350 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 351 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 352 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 353 S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work. 354 Supply and fixing of LED Tube Light with Metal heavy duty Box type batten Light fitting 1X22 watt suitable for upto 1X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect.CAT. - AAA 355 Supply and fixing of water tight oblong 10 Watt LEDbulk head luminaire having die cast housing with driver set confirming to IP 65 and above Protection.Complete in all respect. CAT. - AAA 356 Supply and fixing of Single light Wall Bracketon matching M.D.F.E.G. Board base etc.Complete in all respect. CAT. - AAA 357 Supply and fixing of 3 watt to 6 watt LED(spot light) fitting Confirming to IP 65 and above protection Complete in all respect. CAT. - AAA (Use as a Decorative Mirror Light) 358 Supply & fixing of 12 Watt LED Bulb - B22 / E27 (Colour Temp.- 6500K / Lumens - 900 lm) cool day light, Input Volts (AC 90V-260V), 3-Star rating suitable for Batten/Angle holder including making connection.Complete in all respect. 359 Supply & fixing of 225/300mm sweep ventilating (Light Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Copper motor for high air suction performance /Capacitor etc.), Noise level : (45 - 50) dB, Power consumption : 45 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Motor type : Normal Speed. Complete in all respect. 360 Supply & fixing of 12.5 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 310 mm base plate 25 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 to 12 luminaries & its control gear boxes 0.75 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc complete in all respect. 361 Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 140 to 150 Watt. Confirming to IP 66 protection complete in all respect. (CAT- AAA) 362 Armoured Cables (Cable/Gland/Lug) : 363 Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm bellow ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top .On surface the cable run shall be fixed on MS clamps etc.of suitable size or as directed bythe Engineer-Incharge ,complete in all respect.The armouring of the cable shall be properly connected with the earth conductor by clamps etc.Following size 364 size 10 sq mm x 2 core 365 Supply and fixing of brass nickle plated compression gland for pvc insulated & armoured served sheaththed, underground cable including rubber ring etc. complete in all respect. Thearmouring of the cable shall be properly connected with the earthas per direction of engineer -incharge.for cable 366 size 10 sq mm x 2 core 367 Supply and fixing ofplain or pin type copper tin plated cable socket (lug) to cable leadsfor pvc insulated & armoured cable insulating with tape and making connection. complete in all respect as per direction of engineer -incharge. for cable 368 size 10 sq mm 369 Earthing Work : 370 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 371 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 372 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 373 Supply, Installation, testing and commissioining of In Ground loudspeaker with frequency response of 70Hz to 10kHz; Nominal dispersion of 360H X 50V; Sensitivity of 87 dB SPL; Max SPL of 100 dB SPL; Long term power handling is of 80W@ 4 Ohm; Transformer taping can be done; Enclosed in a glass- reinforced polypropylene textured; Environmental Outdoor per IEC 529 IP35. Model: 360P Series II Make: Bose/RCF/ Equivalent 374 Supply, Installation, testing and commissioining of Integrated zone amplifier having 6 inputs : 2 balanced and 2 unbalanced line inputs, 1 balanced page input and 1 balanced direct input; Frequency response : 55Hz-20kHz; Power : 2 x 120W @ 70/100V; Total harmonic distortion (THD+N) : = 0.3%; Dynamic Range : 88dB. Model: IZA 2120 HZ, Make: Bose/ L-Acoustic/ Powersoft 375 Supply, Installation, testing and commissioining of 6 channel mixing console of 2 mono inputs&2 stereo line inputs; Frequency Response : 10Hz-55kHz; Total Harmonic Distortion (THD+N) : 0.03% ; Power supply : External ; Phantom power : +48V ; Power consumption : 17W. Make: RCF/Allen&Heath/ Yamaha 376 Supply, Installation, Testing and Comissioning of CD/DVD Player with USB Inputcomplete with standard accessoriesas per the tender specifications. Make: Sony/Philips/Gemini/Tascam 377 Supply and laying of 2 core 2.5 sqmm Armoured loudspeaker cable.Make: Klotz / Beldon / Krystal 378 Supply and laying of 2 core shielded PVC insulated Cu conduction microphone cable. Make: Klotz / Beldon / Krystal 379 Supply and fixing ofUL listed Connectors & Patch Cables/Connectors for interconnection of all equipments. Make: Neutrik / Amphenol 380 Supply, Installation, Testing and Comissioning of 9U Equipment Rack for housing all rack mountable equipments with front glass door; heat dessipation fans; internal lights; movement wheels, power distribution units etc. complete with standard accessories. 381 POLE LIGHTS Supply ,Installation ,Testing And Commissining OfTwinkle Lites Make 3000Mm Long Hybrid Decorative Pole Dragon-H Pole With CastedAluminium Base And Ripped Gi Pole PipeWith Decorative Post Top Lantern Concord 1270Mm Long With Polycarbonate Diffuser In 60W Led Having Lumn Output Not Less Than 110Lmns/Watt With 10Kva Surge Prtector Designed As Per Architect In-Charge( Make- Twinkle Lite-/-Havells/Neri/Juvaas/Orient/ Thor) 382 Bollards Supply And Fixing Of Twinkle Lites Make Tigris 800Mm Long Made Out Of Extruded Aluminium Profile With Cast Alumn Base With 18W Led. (Make- Twinkle Lite-Equvalent In :-Havells/Neri/Juvaas/Orient/ Thor) 383 Supply and Fixing of Spike Light for trees 12 watt Warm White. (Including civil works) 384 IInground walk over fitting.12WATTS Recessing depth 175 mm. Dia 180 MM IP rating IP 67 ,Min 1200 Lumes ,MATERIAL CHARACTERISTICS ,Aluminium die cast housing . 3 mm thick front trim in Stainless Steel - Grade AISI 316L . A4 grade Stainless Steel screrws. Pre treated Silicone Gaskets. Salt spray 500 Hrs .PMMA reflector Mechanical resistance IK 09. Maximum load capacity 500 Kg.Lifetime 50K hrs (ta 35°C) @L70B50 .working temperature range -40?to +50?CRI <70 . Connector housed inside the recessing box . The device is complete with 240V÷24V power supply, controllable and programmable according to DMX RGB standards. . Isolation: CLASS I . Available colours: Stainless steel (cod.19). Glow Wire test: 750°C L.E.D circuit included.240 V ACCertifications :- CE/CB/EMCModel:- Uni In Ground 12 watt 3000K Make Ligman/ Unilamp/Disano/ Philips 385 Supply and fixing ofsteplight RObusT DESIGN IP67/IK10 easy to mount with suitable mounting box BWG 50led50/NWPSU 220-240V IP67 7043(Philips/Panasonic/Havells or Equivalent) 386 Supply, Installation, Testing and Commissioning of LED RGB/RGBW floodlighting luminaire for facade lighting with Die-cast aluminium housing, powder-coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270 V AC, 50 Hz with power factor > 0.9 . Fixture shall be suitable to operate at an ambient temperature range of -10°C to +50°C and shall be IP 65 and IK 06 rated. Lifetime shall be at least L70:50000 burning hours at 50°C. Luminaire shall beconforming to BIS (IS 10322) and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectorsetc. as required. (Make TwinkleLites/ Neri/Thorn/ Orient Electric) 387 45 W/40 W 388 supply and fixing following capacity of automatic street light cubicle control pannel with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 seeries with contactors, HRC fuse, isolating switch, metering instrument and instrument box with CTs etc.complete in all respect. 389 40 A SPN 390 L.T. Switch Panel Board : 391 Supply& Erracetionof factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreise Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release) Switches Complete and instrument chamber etc.complete in all respects. 392 The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters (KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above insulated with heat shrink sleeving and mounted on non gyroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. 393 The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm.Cubicletype switchboard shall be of cat A & B Only. CAT. B Cubicle Type 394 Lighting Panel : 395 Incoming - 396 200 Amp MCCB - 1 No. 397 Outgoing - 398 40 Amp DP MCCB - 6 No. (for d.b. ) 399 32 Amp 4P MCCB - 2 No. (for Spare) 400 (Complete as per requirment directed by Project Manager.) 401 Armoured Cables (Cable/Gland/Lug) : 402 Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm bellow ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top .On surface the cable run shall be fixed on MS clamps etc.of suitable size or as directed bythe Engineer-Incharge ,complete in all respect.The armouring of the cable shall be properly connected with the earth conductor by clamps etc. Following size 403 size 6 sq mm x 2 core 404 size 10 sq mm x 4 core 405 size 70 sq mm x 3-1/2core 406 Supply and fixing of brass nickle plated compression gland for pvc insulated & armoured served sheaththed ,underground cable including rubber ring etc. complete in all respect. Thearmouring of the cable shall be properly connected with the earthas per direction of engineer-incharge. for cable 407 size 6 sq mm x 2 core 408 size 10 sq mm x 4 core 409 size 70 sq mm x 3-1/2core 410 Supply and fixing ofplain or pin type copper tin plated cable socket (lug) to cable leadsfor pvc insulated & armoured cable insulating with tape and making connection. complete in all respect as per direction of engineer -incharge. for cable 411 size 6 sq mm 412 size 10 sq mm 413 size 35 sq mm 414 size 70 sq mm 415 Earthing Work : 416 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 417 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 418 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 419 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc. in the existing trench, complete as required. 420 63 mm dia (OD-63 mm & ID-51 mm nominal) 421 COST OF SOLAR LIGHT WITH POLE 422 GST Extra as applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Uttar Pradesh View Result →
45.
Housing Urban and Rular Development #9443251 Technical Bid
Tender For Development Of Tourism Office At Distt. Deoria, 1 TOURIST FACILITATION CENTER (Civil) 2 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. Excavation by Manual means [Special tools] 3 From Lvl. 0.00 To 1.50 Mtr 4 Filling of carted earth. 5 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8Km from the site of work and including watering, dressing etc. Rate to include cost of all materials, labour, T&P etc. required for proper completion the work. 6 Concrete with 4cm. Gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour, tools and plants etc. required for proper completion the work. 7 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete 8 (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm 9 (4)Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. 10 Providing & laying in position machine batched and machine. Mixed design mix M-25 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying excludingthe cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately.R.C.C. work Upto plinth Lvl.(M-25) 11 R.C.C. work in Footing 12 R.C.C. work in Column 13 R.C.C. work in Beam 14 Providing & laying in position machine batched and machine. Mixed design mix M-25 grade cement concrete for reinforcement cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying excludingthe cost of centering, shuttering , finishing and but excluding reinforcement , including admixtures in recommended proportion as per IS : 9103 to acclerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note :- Cement content considered in this item @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately.R.C.C. work Upto Above Lvl.(M-25) 15 R.C.C. work in Lintel 16 R.C.C. work in Slab 17 R.C.C. work in Beam 18 R.C.C. work in Column 19 M-150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, T & P etc reqiored for proper completion of the work. 20 Providing machine made Wire Cut Bricks where edges are sharp and borders are straight and Size of8.5x 4x3having Smooth surface finish with Compression Strength should be less than 105 kg/sq cm and Water absorption should not exceed 20%. Thickness of 230mm wall 21 Providing machine made Wire Cut Bricks in Arches where edges are sharp and borders are straight and Size of8.5x 4x3having Smooth surface finish with Compression Strength should be less than 105 kg/sq cm and Water absorption should not exceed 20%. Thickness of 230mm wall 22 Extra for forming cavity 42 cm wide in cavity walls with necessary weep and vent holes including use of cores and cost of providing and fixing bitumastic coated M .S. ties 460 mm long of 25x3 mm section at not less than 3 ties per sqm as per approved design. 23 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) 24 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.Cement mortar 1:4 (1 cement :4 coarse sand) 25 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 26 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 27 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 28 Upto Plinth Lvl. 29 Above Plinth Lvl. 30 15mm thick cement plaster on rough side of single or half brick wall of mix in 1:4 (cement & coarse sand) in plinth. 31 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth. (1) 1 cement : 6 coarse sand 32 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 sand 33 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 34 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily..Double charge vitrified tile polished finish of size Size of Tile 600 x 600 mm 35 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm 36 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily..Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm 37 Providing and fixing three-layer construction, wooden plank/engineered Wood size185—200 mmX 2000-2426 mmof 3 strip oak with a total thickness of 15 mm and a wear layer thickness of 3.5mm should be resandable up to 2 to 3 times. Surface Treatment: Matt/ Ultra matt Lacquer, Core: Pine/ Spruce/ Alder. Joint: Woodloc 5S, fifth-generation locking system, Moisture Content as per EN 13183: 7%, Reaction to fire as per EN13501-2:1 Dfl- s1CARB 2 compliant, Biological Durability as per EN350-2 Class1 confirming to strict quality and environment norms. It should be certified by PEFC, FSC, Blue Angel, and Real Wood.Matching Accessories like skirting & profile with,. Installation should be done by a trained and authorized team on Zero level of the hard surface .Make-Kahrs, Armstrong 38 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick 39 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 40 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 41 Granite of any colour and shade (Area of slab upto 0.50 sqm) 42 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 anysize as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 43 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoiningwalls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. 44 (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”:With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 45 Supply & fixing of flush doors commercial quality conforming to IS : 2202 Part I (1983) including fixing of wooden cleats & stoppers & including fixing & adjustment of hinges, bolts locks, handles, springs & other fittings but excluding their supply & including painting with two coats of black Japan paint on all iron fitting. Fitting with necessary screws to be supplied departmentally. 46 35 mm thick. 47 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 48 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 49 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 50 In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works 51 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 52 Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDMgasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) 53 Note: For uPVC frame, sash and mullion extruded profilesminus 5%tolerancein dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 54 Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). 55 Float glass panes 56 5.0 mm thick glass panes (weight not lessthan 12.50 kg/sqm). 57 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. 58 Providing and fixing to existing door frames. 59 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelleddoor shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturatedpolyester resin, moulded to 3 mm thick FRP laminate forforming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. 60 Supply and fix powder coated Aluminium louvered door double leaves type overall size as per drawing for maintenance opening in the service area ,with all required fixing angles, bolts, welding including1’ wide Aluminium Louvers of approved shade in door Including allaccessories required for installation of the louvers, painting and priming and all required as per drawings and Engineer instructions in charge 61 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with Deluxe Multi Surface Paint to give aneven shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 62 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 63 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). 64 Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :Two coats. (For Internal wall surface & ceiling) (Asian Paint or equivalent) 65 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 66 Supply and Laying a water soluble penetrative solution for waterproofing of masonry building material & Nano technology based as it provides molecular level hydrophobicity to inorganic substrate .The product is based on organosilicon chemistry, hence reacts with the inorganic substrate surface, seals the surface uto a depth of 2-3 mm and provides long service life where Nano size allows penetration deep into substrate that provides 20+ years water repellency.(Zycosil/Pratt & Lamber or Equivalent) including cost of all materials, labour tools and plants etc. required for proper completion of the work. 67 Providing & fixing stainless steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc complete. 68 (a) 300mm x 16mm 69 P/Fixing stainless steel tower bolts ISI marked to required colour or shade with necessary screws etc. 70 (a) 250 mm x 10mm 71 (b) 200 mm x 10mm 72 Providing & fixing stainless steel handles ISI marked to required colour or shade with necessary screws etc. complete. 73 125 mm 74 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 75 Providing & laying of light cinder filling under floor of toilets & other sunken roofs. 76 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 77 Construction of drain along with apron. 78 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). for ACP & STRUCTURAL GLAZING WORK 79 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: 80 a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: 81 b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. 82 c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. 83 d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. 84 Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm” 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml” 85 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. 86 The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm 87 (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 88 Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. 89 Providing & fixing mineral fibre false ceiling tiles at all height of size 595 x 595 mm. of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 85% Thermal Conductivity k = 0.052- 0.057 w/m K, Fire performance as per (Bs 476 pt - 6 & 7) in true horizontal level suspended on interlocking T-Grid of hot dipped all around galvanized iron secion of 0.33mm thick (galvanized @ 120 gsm) 90 comprising of main T-Runners of 15x32mm of length 3000mm, cross T of size 15x32mm of length 1200mm and secondary intermediate cross T of size 15x32mm of length 600mm to form grid module of size 600x600mm suspended from ceiling using galvanized mild steel item (galvanised @ 80 gsm) 50mm long 8 mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2mm, spaced at 1200mm centre to 91 centre along main T. The system should rest on periphery walls/ partitions with the help of G.I. perimeter wall angle of size 24x24x3000mm made of 0.40mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450mm centre to centre & 40mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyster baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. 92 With 16 mm thick beveled tegular mineral fibre false ceiling tile 93 Centering and shuttering including strutting, propping etc. and removal of form for 94 Foundations, footings, bases of columns, etc. for massconcrete 95 Suspended floors, roofs, landings, balconies and accessplatform 96 Lintels, beams, plinth beams, girders, bressumers andcantilevers 97 Columns, Pillars, Piers, Abutments, Posts and Struts 98 Providing, Suppling & fixing of cultural Terracotta tile mural work of 20mm thick inspired from the extraction of Ramayana and the Local Tangible context as per architect incharge. 99 FIRE FIGHTING WORKS 100 Providing laying, testing & commissioning of C class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required. (EXTERNAL WORKS) 101 150 mm dia. 102 100 mm dia. 103 80 mm dia. 104 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 105 150 mm dia. 106 100 mm dia. 107 80 mm dia. 108 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 109 150 mm dia. 110 100 mm dia. 111 80 mm dia. 112 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904as required : 113 2 way - 100 mm dia M.S. Pipe (Siamese Connection) 114 4 way - 150 mm dia M.S. Pipe 115 TOTAL OF SUBHEAD-I 116 Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in allrespects, as required: (Terrace Pump) 117 (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520 118 b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-F insulation, conforming to IS-325. 119 (c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required. 120 (d) Suitable cement concrete foundation duly plastered and with anti vibration pads. 121 900 lpm at 35 m Head 122 450 lpm at 35 m Head 123 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. (for terrace booster pump) 124 Providing & fixing of start/stop push buttons including complete connection etc. as required. (for terrace booster pump) 125 Providing and fixing in position the industrial type pressuregauges with gun metal / brass valves complete as required (for terrace booster pump) 126 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 127 150 mm dia. 128 100 mm dia. 129 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 130 150 mm dia. 131 100 mm dia. 132 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 133 80 mm nominal bore 134 100 mm nominal bore 135 150 mm nominal bore 136 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required : 137 Single headed Gunmetal 138 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 139 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 140 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. 141 40 m 142 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : 143 Gun metal 144 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required : 145 Gun metal 146 Providingandfixing standard fire mans axe with heavy duty insulated rubber handle. 147 Providing of FHC Door made of 16 gauge MS Sheet with frame of size 105x70mm complete door and frame assembly including all hardwares (Concealed Flush handle,Allen Key Lock, MS Hinges, 5mm Thick Float glass) & accesories . The door to be painted with fire resistance paint. The scope shall also include the painting of the frame with the same paint as the shutter or complete as per direction of Engineer-in-charge.(Approx. size of door:900mm Wide & 1500mm Height) 148 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. 149 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. 150 Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 151 Supply and fixing of fire extinguisher, ABC Type 6.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 152 Providing and fixing Fire related signages printed on photoluminescent U1000 aluminium sheet of 1.0 mm (+-10%) containing Lumigen II as base chemical, covered under UV stablized coating and of appropriate sizeincluding fixing on wall, door, ceiling etc. with proper clamps, hangers, cleats, anchor fasteners etc. complete in all respects as directed by Engineer-in-charge. 153 TOTAL OF SUBHEAD-III 154 FIRE FIGHTING PANEL 155 Fabricating & Supply, installing, testing and commissioning ofsheet steel clad floor mounting control panel having suitable size for control of 1 nos. booster pumps 9.3 KW/12.5HP each having suitable incoming MCCB, incoming voltmeter with selector switch and fuses. Star delta starter with hand reset overload cum single phase preventor type relay, Ammeters to read current in any one phase, alarm with reset push button which will automatically reset for the next cycle.(As per the Technical Specifications)(At Terrace floor) 156 Fabricating & Supply, installing, testing and commissioning ofsheet steel clad floor mounting control panel having suitable size for control of 1 nos. booster pumps 5.5 KW/7.5HP each having suitable incoming MCCB, incoming voltmeter with selector switch and fuses. DOL Starter with hand reset overload cum single phase preventor type relay, Ammeters to read current in any one phase, alarm with reset push button which will automatically reset for the next cycle.(As per the Technical Specifications)(At Terrace floor) 157 Supply, installation , testing & commissioning of XLPE insulated and PVC outer sheathed Aluminium conductor armoured cable of 1.1 KV grade confirming to IS : 7098:1988 (with upto date amendments) of following sizes. 158 3 Core, X 10 sqmm. 159 3 Core, X 6 sqmm. 160 Supplying and making end termination with brass compression gland & Al.lugs for following sizes of PVC insulated, PVC sheathed/ XLPE Al.conductor cables of 1.1 KV grade as required. 161 3 Core, X 10 sqmm. 162 3 Core, X 6 sqmm. 163 Supplying and laying control wiring with multicore copper stranded conductor of following sizes PVC insulated, PVC sheathedarmoured cable between various sensors and system controller/starter etc.in pump house & out side on surface/existing cable tray complete with connections at both end with glands etc.as required 164 4 x 2.5 sq.mm 165 2 x 2.5 sq.mm 166 Supplying and installing following size of perforated pre-painted M.S.cabletrayswithperforationnotmorethan17.5%,in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. 167 150 mm width x 50mm depth x 1.6 mm thickness. 168 FIRE ALARM SERVICES 169 Supplying, installation, testing & commissioning of main control and indicating panel made out of 16 SWG MS sheet to accommodate the following items duly powder coated in approved colour with louvers for ventilation, locking arrangement, audio and visual indication for fire alarm and public address system, monitoring system including connections, interconnections etc complete as required. 170 6 zone panel for fire alarm system 171 100 watt amplifier racks suitable for operation on 230V AC/24V DC supply conforming to IEC-268-3 complete with all Talk back master station with LED PTT (press to talk) push button for operation on 230V AC/24 V DC supply conforming to IEC-268 for simplex mode of operation/communication suitable for 20 Nos.talk back unit -1 set. 172 Annoucement control desk suitable for selection of different zones selectively and ON ALL CALL switch with visual indication etc., complete as required- 1 set. 173 Amplifier change over switch for inter changing amplifier- 1 No. Monitor panel for loudspeaker complete output selector ON/OFF switch, fuse visual indications etc. complete as required- 1 No. 174 Gooseneck microphone with stand and ON/OFF switch -1 No. Mains ON/OFF switch, fuse indication lamps, DC and AC voltmeters & ammeters terminal blocks etc. complete as required -1 set. 175 Battery charger trickle cum boost to take complete load of fire alarm & PA system complete with all accessories including providing & fixing of 2 nos. 12 volt,30 AH each sealed maintenance free batteries -1 set. 176 Supplying, installation, testing & commissioning sector panel suitable for following zones, complete with visual indications for short circuit fault, open circuit fault, fire condition and all other standard facilities as per IS:2189 with mimic diagram for all area/zone covered, complete with all connections, interconnections as required. 177 4-Zone Panel. 178 6-Zone Panel. 179 10-Zone Panel. 180 Supplying, installation, testing & commissioning of smoke detector with builtin LED and mounting base complete with all connections etc. as required. 181 Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED, metallic cover complete with all connections etc as required. 182 Supplying, installation, testing & commissioning of manual call boxes of MS construction in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. as required. 183 Supplying, installation, testing & commissioning fire alarm sounder with facility to make announcement, mounted in M.S. box (16 SWG) with hinged cover plate & suitable for operation with amplifier i/c line matching transformer etc. complete asrequired. 184 Supplying, installation, testing & commissioning talk back slave station in surface/recess suitable for operation on simplex mode complete with P.T.T. knob & speaker/microphone enclosed in a M.S.(16 SWG)/ ABS box with break glass in front etc. complete as required. 185 Supplying & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheath complete as required. 186 INTERNAL W/S & SANITATION WORK 187 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 188 W.C. pan with ISI marked white solid plastic seat and lid 189 Providing and fixing white vitreous chinaextended wall mounting type water closet of size 780x370x690 mm of approved shape including providing & fixing white viterous china cistern with dual flush fittings of flushing capacity 3 litre / 6 litre ( adjustable to 4 litre / 8 litres ) includung seat cover & cistern fittings nuts , bolts and gaskets etc complete. 190 Providing & fixing toilet paper holder 191 C.P. brass 192 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 193 Providing and fixing Jaquar Make Hand Shower (Health Faucet) with 8mm Dia,1.2 Meter Long Flexible Tube & Wall Hook of quality and make as approved by Engineer - in - charge. 194 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: 195 White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap 196 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- 197 (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 198 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 199 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 200 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. 201 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 202 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern & jet) 203 15 mm nominal bore 204 Providing and fixing uplasticised PVC connection pipe with brass unions : 205 45 cm length 206 15 mm nominal bore 207 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 208 100 mm diameter 209 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 210 15 mm nominal bore 211 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. 212 15 mm nominal dia 213 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 214 600 mm long towel rail with total length of 645 mm, width78 mm and effective height of 88 mm, weighing not lessthan 190 gms. 215 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 216 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever required 217 Kitchen sink with drain board 218 510x1040 mm bowl depth 200 mm 219 Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete 220 Flexible Pipe 221 32mm Dia 222 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 223 15mm nominal bore 224 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 225 15mm nominal bore 226 Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge. 227 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. (Including C.I. trap for standard urinal with vent arm with operating and other couplings in C.P.brass: 50 mm dia) 228 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as perdirection of Engineer-in-charge and finished smooth. 229 Granite Stone of approved shade 230 Providing and fixing of Kent Elite Plus Water Purifier (RO+UV+UF+TDS Control) with flow rate (50L/hr)including all its accessories, complete in all respect including testing etc. 231 Providing and fixing of Water Cooler (Voltas Make) including all its accessories, complete in all respect including testing etc. 232 Providing and fixing of storage type (pressurised type) electrichot water heater copper sheet container, 25 mm thickinsulation, stove enamelled M.S. jacket thermostatically controlled immersion heater with pilot neon lamp, suitable length of electrical cable and 15 amp 3 pin plug top, complete in all respect including testing etc. 233 Capacity 25 Liters 234 TOTAL OF SUBHEAD-I 235 SUB HEAD-II-WATER SUPPLY 236 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 237 Concealed work, including cutting chases and making good the walls etc. 238 For Internal Toilet 239 15 mm nominal outer dia Pipes 240 20 mm nominal outer dia Pipes 241 25 mm nominal outer dia Pipes 242 32 mm nominal outer dia Pipes 243 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. 244 Internal work - Exposed on wall 245 20 mm nominal bore 246 25 mm nominal bore 247 32 mm nominal bore 248 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 249 Terrace loop & Tank Filling Pipe 250 40 mm nominal bore 251 50 mm nominal bore 252 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 253 40mm diameter pipe 254 50mm diameter pipe 255 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 256 40mm diameter pipe 257 50mm diameter pipe 258 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 259 For vertical pipe connection with terrace ringmain 260 20 mm nominal bore 261 25mm nominal bore 262 32mm nominal bore 263 40mm nominal bore 264 50mm nominal bore 265 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 266 25 to 40 mm nominal bore 267 50 to 80 mm nominal bore 268 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./H.P.H.D. plastic ball. 269 40 mm nominal bore, 206 mm long, weighing not less than 690 gms 270 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. 271 Providing, Fixing, Testing & Commissioning of XLPE Insulation of 9mm thickness on hot water supply pipes. Astral orequivalent approved complete in all respect as directed by Engineer-in-charge. 272 15mm dia (9 mm thickness) 273 20mm dia (9 mm thickness) 274 Supply, fixing, testing and commissioning of following Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve - IP65CB - 230VAC, as per specifications:- 275 Lehry Make Automatic OHT Level Control System Consist of Following Items 276 1) LEHRY Make On-Off Type Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve with CI Body & SS Disc 2) Level Float Switch- 5M 3) Control Box (a) IP 65 Finishing(250 x 160 x 115)mm (b) LED Lamps: Tank FULL, Tank EMPTY, Power (c) Power supply toggle switch (d) Accepts 230V Single Phase power supply and provides 24VAC to float switch and 230VAC to valve coil. (e) Accepts NO/NC feedback from float switch. 277 40mm 278 Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mmof suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks. 279 25mm dia. 280 32mm dia. 281 40mm dia. 282 50mm dia. 283 65mm dia. 284 80mm dia. 285 100mm dia. 286 150mm dia. 287 200mm dia. 288 250mm dia. 289 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. 290 110 mm dia (for rain water) 291 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 jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 292 Single Push Fit Coupler 293 110 mm dia 294 Single tee with door 295 110x110x110 mm 296 Plain bend 87.5 deg 297 110 mm dia 298 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 299 110 mm dia 300 Making khurras 45x45 cm 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 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 301 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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 a lead of 50 m. 302 All kind of soil 303 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 304 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 305 100mm dia SWpipe 306 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 307 Internal Toilet (Soil & Waste Pipe) 308 75 mm 309 110 mm 310 Exposed on Wall (Soil & Waste Pipe) 311 110 mm 312 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 313 Bend without door (45°) 314 75mm 315 110mm 316 Bend without door (87.5°) 317 75mm bend 318 110mm 319 Y Fitting without door 320 75mm 321 110mm 322 Single Tee without door 323 75mm 324 110 mm 325 Single Tee with door 326 75mm 327 110 mm 328 Bend with door (87.5°) 329 75mm 330 110 mm 331 Clean Out Plug (COP) 332 75mm 333 110 mm 334 Reduced Y Fitting without door 335 110mm x 75mm 336 Reduced Tee with door 337 110mm x 75mm 338 Coupler 339 75mm 340 110mm 341 Vent Cowl 342 110mm 343 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 344 For Wash basin & Urinal 345 32mm dia. Pipe 346 50mm dia. pipe 347 Elbow (45°) 348 32mm 349 50mm 350 Elbow (90°) 351 32mm 352 50mm 353 T fitting 354 32mm 355 50mm 356 Coupler 357 32mm 358 50mm 359 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 360 110mm x 75mm x 50mm/40mm (Toilet) 361 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 362 110mm x 75mm (Toilet & Kitchen) 363 Providing and fixing PTMT grating of approved quality and colour. 364 Rectangular type with openable circular lid 365 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 366 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 367 150 x 100mm size P-type 368 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 369 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: 370 100 mm diameter 371 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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 a lead of 50 m. 372 All kind of soil 373 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 374 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 375 100mm dia SWpipe 376 INTERNAL ELECTRIFICATION WORKS 377 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 378 Group - B 379 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 380 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required 381 Group -A 382 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 383 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 384 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 385 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 386 2 X 6 sq. mm + 1 X 4 sq. mm earth wire 387 2 x 10 sq.mm + 1 x 6sq.mm. earth wire 388 2 x 16 sq.mm + 1 x 6sq.mm. earth wire 389 4 x 6 sq.mm + 2 x 6 sq.mm. earth wire 390 4 x 10 sq.mm + 2 x 6 sq.mm. earth wire 391 4 x 16 sq.mm + 2 x 6sq.mm. earth wire 392 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. 393 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 394 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). 395 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required. 396 Wiring for light/ power plug plug with 2 X 4 sq. mm FRLC PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FRLC PVC insulated copper conductor single core cable for loop earthing as required 397 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 398 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 399 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 400 5/6 A switch 401 3 pin 5/6 A socket outlet 402 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 403 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 404 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding,top lid shall be screwed into the cast iron/ M.S. sheet box by means of3.3 mm dia round headed screws, one lock at the corners. Clamp shallbe made of 12 mm dia M.S. bar bent to shape as per standard drawing. 405 Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored) 406 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 407 Upto 450 mm sweep 408 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 409 Supply of surface/Recessed mounting 2x2 feet 36W LED , suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 410 Supply of surface mounting 2x2 feet 24 to 30W LED , suitable for 24Hr Continuous Operation, 3000-6000 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 411 Supply of LED 4ft 2x20W LED Tube light with a nominal system lumen output of 4000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 3000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 42W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor Make Jaguar LUNI01X220XW, Philips / BAJAJ or Eq. 412 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 413 Supply of Surface mounting round 6 Watt 10 Watt , LED Down Lighter, suitable for 24Hr Continuous Operation, 660-1100 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 414 Supply ofSurface mounting round 12 Watt 15 Watt ,suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect 415 Supply of Surface mounting square 20 Watt , suitable for 24Hr Continuous Operation, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 416 Supplying of Bulkhead type light fitting complete with, wire guard, holder, electronic ballast 1 x 10 W lamp including connections etc.Including connection with 1.5 sqmm FRLS PVC insulated copper conductor as required. 417 Supplying of LED mirror light luminaire with 10Wwatt complete with electronic ballast, lamp including connection etc. complete as required, Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 418 Supply of LED Flood light 50 Watt , suitable for 24Hr Continuous Operation, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70, CCT 3000K, complete in all respect, 419 Supplying and fixing brass batten/ angle holder including connection etc. as required. 420 Supplying of 9 Watt 4 Star LED Wall Light Blub complete in all respect. 421 Supplying of 9 Watt Decorative LED Wall Light complete in all respect. 422 MACTY SURFACE DOWNLIGHT Divinity Sarface Macty Up and Down Light Outdoor Fixture (IP-65) Optical system=LensWattage=2x10WLumen=1600lmCCT=3000KCRI>80Beam Angle=12° /24° / 36° / 60°Driver=Non Dimmable Material=Aluminium Dia castingStandard Lifetime=L70Minimum 50000 HoursFinish=BlackDimension=Dia=100mm,H=100mm 423 Supply, Installation, Testing and Commissioning of LED RGB/RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing, of following wattage. Luminaire shall be capable of producing dynamic color changing light with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver andapable of operating at line voltage without any separate power supply from 100 to 270 V AC, 50 Hz, power factor > 0.9 . Fixture shall be suitable to operate at ambient temperature range of -10°C to +50°C and shall be IP 65 and IK06 rated. Lifetime should be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 424 Supply and Fixing 24 Wattage Burial UNIIn Ground- Burial ip68 waterproof BBP343 LED2400/1800/WW 24W/18W 20D 100-240V (Philips/Siems/or Equivalent) 425 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 426 Supplying, erection, connecting, testing and commissioning of 400 mm Wall Fancomplete in all respect. 427 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 428 300mm EXHAUST FAN 429 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required 430 63 A,25KA,FP MCCB 431 100 A,30KA,FPMCCB 432 125 A,36KA,FPMCCB 433 160 A,25KA,FP MCCB 434 200 A, 36KA,FPMCCB 435 Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 436 6 Way Double Door 437 8 way, Double door 438 12 way, Double Door 439 16 way, Double Door 440 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 441 4 Way Double door 442 6 way Double door 443 8 way Double door 444 12 way Double door 445 Supplying and fixing following way surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required.(Note : Vertical type MCB TP DB is normally used where 3 phase outlet are required.) 446 4 way (4 + 12), Double door 447 8 way (4 + 24), Double door 448 Supplying and fixing TP/FP sheet steel enclosure on surface/ recess. Suitable for upto 125 A 415 V MCCB complete with connections, testing and commissioning etc. as required. 449 Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required 450 40 amps SP MCB 451 40 amps DP MCB 452 63 amps DP MCB 453 40 amps TP MCB 454 63 amps TP MCB 455 40 amps 4P MCB 456 63 amps 4P MCB 457 Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 458 40 amps 459 63 amps 460 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 461 40 amps 462 63 amps 463 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB),having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. As required. 464 25 amps 465 40 amps 466 63 amps 467 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 468 Single pole 469 Double pole 470 Triple pole 471 Triple pole and neutral 472 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 473 Supplying and fixing 1P LCD Energy Meter 5-30A with BOX 474 Supplying and fixing 3Ph 4 W kWh Dir base mtg 240V 10- 60 A Energy Meter 475 Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A C curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 476 Supplying and fixing DP sheet steel enclosure on surface/ recessalong with 25/32 A 240 V C curve DP MCB complete withconnections, testing and commissioning etc. as required. 477 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 478 90 mm dia (OD-90 mm & ID-76 mm nominal) 479 Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCBs to be used.All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. 480 The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. 481 The minimum clearances between bus bars shall be as follows : 482 Phase to phase - minimum 20mm 483 Phase to neutral-minimum 15mm 484 MAIN PANEL 485 Same as above item but following mountings. 486 INCOMER:- 487 One (1) No 160 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity with thermal Magnetic release 488 Metering : 489 1 Set of CTs one of 160/ 5Amp ratio for Multifunction Meter 490 One (1) Set of Phase Indication Lamp. 491 Bus Bar : 492 One (1) No.200 Amp.TPN aluminimum bus bar of suitable length. 493 Outgoing : 494 Phase indication lamps on each outgoing to be provided. 495 40 Amps 4P MCCB of 25KA (Ics=Icu)Breaking Capacity- 6 No 496 63 Amps 4P MCCB of 25KA (Ics=Icu)Breaking Capacity- 2 No 497 10 Amps DP MCB of 10KA (Ics=Icu)Breaking Capacity- 2 No 498 2 Nos.Space & Spare 499 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each 500 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 501 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required 502 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) 503 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 504 Providing and Fixing 6 SWG dia G.I. Wire on surface or in recess for connection etc. as required. 505 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. 506 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 507 Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as required of following sizes: 508 2 Pair (4 core) 509 Providing, laying, connecting and testing of multi-core telephone unarmoured cable of conductor size 0.5mm dia annealed copper conductor PVC insulated PVC sheathed jelly filled (as per DOT specification) cable along wall or ceiling or through existing pipe. 510 100 Pair telephone cable 511 20 Pair telephone cable 512 10 Pair telephone cable 513 5 Pair telephone cable 514 Providing, fixing connecting and testing of under noted size of solderless telephone tag block Krone make in surface/recess in wall required size of M.S. box with hinged lockable cover duly stove enamel painted. 515 5 Pair tag block 516 10 pair tag block 517 20 pair tag block 518 100 pair tag block 519 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 520 20mm dia PVC conduit 521 25mm dia PVC conduit 522 32mm dia PVC conduit 523 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required 524 1 or 2 Module (75mmX75mm) 525 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 526 Telephone socket outlet 527 TV antenna socket outlet 528 Bell Push 529 RJ-45 Data Socket outlet 530 Supplying and fixing call bell/ buzzer suitable for single phase,230 V, complete as required. 531 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. 532 1 run of cable 533 Providing, laying, connecting and testing of unarmoured TV cable RG-6 PVC insulated cable along wall or ceiling or through existing pipe. 534 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 535 Up to 35 sq.mm. 536 Above 35 sq.mm. and up to 95 sq.mm. 537 Above 95 sq.mm. and upto 185 sq.mm. 538 Above 185 sq.mm. and up to 400 sq.mm. 539 Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, rotective covering and refilling the trench etc as required 540 Up to 35 sq.mm. 541 Above 35 sq.mm. and up to 95 sq.mm. 542 Above 95 sq.mm. and upto 185 sq.mm. 543 Above 185 sq.mm. and up to 400 sq.mm. 544 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering. 545 Up to 35 sq.mm. 546 Above 35 sq.mm. and up to 95 sq.mm. 547 Above 95 sq.mm. and upto 185 sq.mm. 548 Above 185 sq.mm. and up to 400 sq.mm. 549 Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering. 550 Up to 35 sq.mm. 551 Above 35 sq.mm. and up to 95 sq.mm. 552 Above 95 sq.mm. and upto 185 sq.mm. 553 Above 185 sq.mm. and up to 400 sq.mm. 554 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required 555 Up to 35 sq.mm. 556 Above 35 sq.mm. and up to 95 sq.mm. 557 Above 95 sq.mm. and upto 185 sq.mm. 558 Above 185 sq.mm. and up to 400 sq.mm. 559 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing masonry open duct as required. 560 Up to 35 sq.mm. 561 Above 35 sq.mm. and up to 95 sq.mm. 562 Above 95 sq.mm. and upto 185 sq.mm. 563 Above 185 sq.mm. and up to 400 sq.mm. 564 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 565 Upto 35 sq. mm (clamped with 1mm thick saddle 566 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp 567 Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp 568 Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp) 569 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 570 Upto 35 sq. mm (clamped with 1mm thick saddle) 571 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) 572 Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp) 573 Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp) 574 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 575 3.5 x 400 sq.mm. 576 3.5 x 300 sq.mm. 577 3.5 x 240 sq.mm. 578 3.5 x 185 sq.mm 579 3.5 x 150 sq.mm 580 3.5 x 120 sq.mm 581 3.5 x 95 sq.mm 582 3.5 x 70 sq.mm 583 3.5 x 50 sq.mm 584 3.5 x 35 sq.mm 585 3.5 x 25 sq.mm. 586 4 x 25 sq.mm 587 4 x 16 sq.mm 588 4 x 10 sq.mm 589 4 x 6 sq.mm 590 2 x 16 sq.mm, 591 2 x 10 sq.mm, 592 2 x 6 sq.mm, 593 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 594 2 X 6 sq. mm (19mm) 595 2 X 10 sq. mm (19mm) 596 2 X 16 sq. mm (22mm) 597 3½ X 25 sq. mm (28mm) 598 3½ X 35 sq. mm (32mm) 599 3½ X 50 sq. mm (35mm) 600 3½ X 70 sq. mm (38mm) 601 3½ X 95 sq. mm (45mm) 602 3½ X 120 sq. mm (45mm) 603 3½ X 150 sq. mm (50mm) 604 3½ X 185 sq. mm (57mm) 605 3½ X 225 sq. mm (62mm) 606 3½ X 240 sq. mm (62mm) 607 3½ X 300 sq. mm (70mm) 608 3½ X 400 sq. mm (82mm) 609 4 X 10 sq. mm (25mm) 610 4 X 16 sq. mm (28mm) 611 Providing, laying and fixing following dia G.I. pipe (mediumclass) in ground complete with G.I. fittings including trenching(75 cm deep)and re-filling etc as required 612 100 mm dia 613 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 614 100mm dia 615 150 mm dia 616 250 mm dia 617 300 mm dia 618 Supplying and laying of following size DWC HDPE pipe ISI markedalong with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) includingexcavation and refilling the trench but excluding sand cushioningand protective covering etc., complete as required. 619 90 mm dia (OD-90 mm & ID-76 mm nominal) 620 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 621 100 mm wide x 50 mm depth x 1.6 mm thickness. 622 150 mm wide x 50 mm depth x 1.6 mm thickness. 623 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 624 100 mm wide x 50 mm depth x 1.6 mm thickness. 625 150 mm wide x 50 mm depth x 1.6 mm thickness. 626 Supplying and installing following size of perforated Hot DippedGalvanised Iron cable tray Tee (galvanisation not less than 50microns) with perforation not more than 17.5%, in convenientsections, joined with connectors, suspended from the ceilingwith G.I. suspenders including G.I. bolts & nuts, etc. as required. 627 100 mm wide x 50 mm depth x 1.6 mm thickness. 628 EXTERNAL SEWERAGE & WATER SUPPLY SYSTEM 629 COST OF SEWERAGE WORKS 630 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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 a lead of 50 m. 631 up to 1.50 m depth 632 Pipes 80 mm to 300 mmdiameter 633 1.50 m to 3.00 m depth 634 Pipes 80 mm to 300 mmdiameter 635 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) 636 Depth not exceeding 1.5 meter 637 Depth 1.5 to3.00meter 638 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 639 150 mm.dia. RCCPipes 640 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 641 150 mm.dia. RCCPipes 642 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. 643 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 644 With common burnt clay FPS (non modular) bricks of class designation 75 645 (i) For Sewer Line 646 Extra for depth for manholes: 647 Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 648 Inside size 90x120cms and 90cms deep including CI 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 58kg). 649 With common burnt clay FPS (non modular) bricks of class designation 75 650 (i) For Sewer Line 651 Extra for depth for manholes: 652 Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 653 Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 654 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) 655 80mm nominal bore. 656 65mm nominal bore. 657 50mm nominal bore. 658 40mm nominal bore. 659 32mm nominal bore. 660 25mm nominal bore. 661 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 662 80mm nominal bore. 663 65mm nominal bore. 664 50mm nominal bore. 665 40mm nominal bore. 666 32mm nominal bore. 667 25mm nominal bore. 668 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (horizontal) 669 80mm nominal bore. 670 65mm nominal bore. 671 50mm nominal bore. 672 40mm nominal bore. 673 32mm nominal bore. 674 25mm nominal bore. 675 Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 676 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 677 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design : 678 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 679 EXTERNAL SEWERAGE SYSTEM (SEPTIC TANK) 680 SEPTIC TANK & SOAK PIT 681 Size :- Length = 5.0 M. Width = 2.0M Total Depth =3.00M 682 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 683 In all kind of soil upto 1.5m depth 684 In all kind of soil upto 1.5m to 3.0m. depth 685 In all kind of soil upto 3.0m to 4.5m. depth 686 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size) 687 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 688 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 689 Suspended floors, roofs, landings, balconies and access platform. 690 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 691 12mm cement plaster on rough side of mix 1:3 (1 cement : 3 coarse sand) 692 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 693 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 694 Providing & fixing 75mm dia vent pipes. 695 Providing & fixing of 75mm dia cast iron terminal guard. 696 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 697 M.D. -10- Circular shape 500mm internal diameter 698 M.D. -2.5- Circular shape 450mm internal diameter 699 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. 700 With F.P.S. bricks 701 RAIN WATER HARVESTING WORKS 702 RECHARGE PITS 703 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 704 In all kind of soil upto 1.5m depth 705 In all kind of soil upto 1.5m to 3.0m. depth 706 In all kind of soil upto 3.0m to 4.5m. depth 707 In all kind of soil upto 4.5 m to 6.0m. depth 708 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 709 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 710 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 711 Suspended floors, roofs, landings, balconies and access platform. 712 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 713 12mm cement plaster on rough side of single or half brick wall mix 714 1:3 (1 cement : 3 Coarse sand) 715 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: 716 With 20x20mm square bar 717 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 718 M.D. -10- Circular shape 500mm internal diameter 719 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 720 Drilling of 300mm dia bore hole manually. 721 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 722 150 mm nominal size dia 723 Supplying, filling, spreading & leveling stone boulders of size range5 cm to 20 cm, in recharge pit, in the required thickness, for all leads& lifts, all complete as per direction of Engineer-in-charge. 724 Supplying, filling, spreading & leveling gravels of size range 5 mm to10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per directionof Engineer-in-charge. 725 Supplying, filling, spreading & leveling coarse sand of size range 1.5mm to 2 mm in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -incharge. 726 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction ofEngineer-in-charge. 727 DESILTING CHAMBER 728 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 729 In all kind of soil upto 1.5m depth 730 In all kind of soil upto 1.5m to 3.0m. depth 731 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 732 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 733 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 734 Suspended floors, roofs, landings, balconies and access platform. 735 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 736 15mm cement plaster on rough side of single or half brick wall mix 737 1:3 (1 cement : 3 Coarse sand) 738 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: 739 With 20x20mm square bar 740 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 741 M.D. -10- Circular shape 500mm internal diameter 742 COST OF EACH RAIN WATER HARVESTING 743 TOTAL NO. OF RAIN WATER HARVESTING 744 TOTAL COST OF RAIN WATER HARVESTING 745 DRAINAGE NETWORK 746 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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 a lead of 50 m. 747 up to 1.50 m depth 748 Pipes 80 mm to 300 mmdiameter 749 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 750 150 mm.dia. RCCPipes 751 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 752 150 mm. dia. 753 Constructing brick masonry INSPECTION chamber 60x60x75 cm with bricks of class designation 50 in cement mortar 1:4 (1 cement : 4 coarse sand) including CI cover with frame LIGHT WEIGHT complete as perdesign. With FPS bricks 754 Constructing brick masonary open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for filling haunches including 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design: 755 Drain 300 wide average.Depth 45 cm with R.C.C. slab 756 INTERLOCKING PATHWAY (283 Sqm) 757 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil (D.S.R. 2.8.1) 758 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 mm nominal size) (D.S.R. 4.1.8) 759 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) 760 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 761 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster 762 TRIMIXING FOR PARKING AREA 184.98 SQM 763 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil 764 Providing and layingin cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded Stone aggregate 40 mm nominal size) and curing complete, including cost ofform-work, in foundation and floors. DSR 4.1.8 765 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finishedwith screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specificationsand directions of Engineer-in-charge. Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately (DSR-16.75) 766 Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade A sealing compound. DSR- 16.46.1 767 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.[ DSR 5.22.6 ] 768 BORING & SUBMERSIBLE PUMP 769 Drilling of 200 mm dia bore hole. 770 Supply of 125 mm dia MSpipe as per IS1239 771 Supply of 125 mm dia slotted MSpipe 772 Supply and fixing of nylon jali around the slotted pipes complete as required. 773 Providing and packing of coarse sand / pea gravel around the pipe. 774 Transport of boring tools other required equipements and installation at site. 775 Supply of submersible pump (3.7KW/5.0 HP) of make KSB (Cora) for 200 lit/min discharge at 50 meter head with control panel, support wire etc complete. 776 Providing 3 core PVC insulated submersible cable. (from pump panel to submersible pump) 777 Providing and fixing 65 mm dia. G.I. pipe complete with fittings and clamps including cutting and making good the wall etc. (from submersible pump to ground level) 778 Providing and fixing 65 mm dia. brass gate valve with CI wheel of approved quality. 779 Lowering of 125 mm dia MS pipe in bore hole including cutting,jointing etc complete. 780 Supply and fixing of tube well accessories i.e. well cap, clips, clamps, etc. to complete the job in all respect. 781 Fixing, testing and commissioning for erection and lowering of submersible pump, 65 mm dia GI column pipe, 3 core submersible copper cable upto the control panel, supporting clamps, cable clips, pressure gauge, connection line and all other accessories required for the proper completion of the work. 782 Testing and development of tube well. 783 HORTICULTURE 784 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 785 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 786 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 787 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 788 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 789 Rough dressing the trenched ground including breaking the clods. 790 Fine dressing the ground 791 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and the good earth shall be paid for separately). 792 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 793 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge 794 With grass Turf 795 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 796 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 797 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 798 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 799 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 800 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 801 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 802 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 803 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 804 Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 805 Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35 - 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 806 Providing and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur)of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. 807 Providing and stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35 cm as per direction of the officer-in-charge. 808 Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 809 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 810 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 811 Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 812 Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. 813 Providing and stacking of Ficus benjamina (green) of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge. 814 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 815 GST Extra As per Applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Uttar Pradesh View Result →
46.
Housing Urban and Rular Development #9443232 Technical Bid
Tender For Proposed Tourism Development Of Shiv Temple At Vill-Negura District-Mirzapur., 1 Proposed Tourism Development of Shiv Temple at Vill-Negura District-Mirzapur 2 (Civil work) TOURIST HALL 3 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 4 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 5 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 6 Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. 7 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 8 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface ofthe substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: 9 With Chlorpyriphos E.C. 20% with 1% concentration 10 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 11 With Chlorpyriphos E.C. 20% with 1% concentration 12 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement 13 All works upto plinth level 14 Concrete of M25 grade with minimum cement content of 330 kg /cum 15 All works above plinth level upto floor V level 16 Concrete of M25 grade with minimum cement content of 330 kg /cum 17 Centering and shuttering including strutting, propping etc. and removal of form for 18 Foundations, footings, bases of columns, etc. for massconcrete 19 Suspended floors, roofs, landings, balconies and accessplatform 20 Lintels, beams, plinth beams, girders, bressumers andcantilevers 21 Columns, Pillars, Piers, Abutments, Posts and Struts 22 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) 23 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) 24 Ground Floor 25 First Floor 26 Second Floor 27 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.Cement mortar 1:4 (1 cement :4 coarse sand) 28 Ground Floor 29 First Floor 30 Second Floor 31 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.(Both side Laminated) 32 (a) 35mm thick including ISI marked stainless steel but hinges with necessary screws. 33 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) [ Both Side Laminated ] 34 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings /wooden frames with rawl plugs screws etc. 35 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 36 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 37 Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash andmullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mmfor Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel sectionmade of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixinghardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction ofEngineer-in-Charge. 38 Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speeds Three track three panels sliding door with Aluminium channel for roller track, wool pile, zinc alloy (Zamak) powder coated handle on two panels along with multi-point locking system,adjustable nylon rollers with SS 304 body. 39 Using R3 series with frame (98 mm & above) x (40 mm & above) & sash (30 mm & above) x (74 mm & above). (Height upto 2.5 metre). 40 Float glass panes:5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). 41 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars of grade Fe-500D or more. 42 12mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand 43 Ground Floor 44 First Floor 45 15mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand 46 Ground Floor 47 First Floor 48 Making groove 10 to 12 mm wide x 8 mm deep in plaster of the wall or in ceiling vertically or horizontally as required. 49 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade ofthe slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick 50 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarsesand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 51 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levelsGranite of any colour and shade Area of slab upto 0.50 sqm 52 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete (Size of Tile 600x600 mm) 53 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. (Size of Tile 600x600 mm) 54 Finishing walls with Premium Acrylic (Apex) 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) 55 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 56 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. 57 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) 58 admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by 59 Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm. 60 Providing and fixing 150 mm bright finished floor stainless steel door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 61 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :. 250mm x 16mm . 62 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 250mm x 10mm . 63 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm 64 P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia. 65 S/O Hnad rail and balustrade modular systom passive SS-304 grade decorative railling system comprising of hand rail 50mm thick and 3 No.hortzontal steel pipe of 19mm dia and 1.5mm thick of equal spacing with balustrade of SS pipe of 38mm and 1.5mm thick @ 1200 mm C/C of passivated SS 304 rade and fix duly on the floor with spacially rivet expansion bolt and finish the surface food and covering with steel shope with all visible stainless metal of 304 grade in satin finsh hight of ralling is 900mm as per detailed specification. 66 Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance ? 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. 67 With 20 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.7) 68 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conformingto IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 69 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 Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 70 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 40 mm thick 71 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 72 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 73 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone 74 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 75 Construction of drain along apron 150X 150mm. 76 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone 77 Stone work plain ashlar in arches in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering,shuttering and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 7.13.2.1 Red sand stone 78 Supplying, fabricating, transporting, hoisting and fixing in position good quality of 70 mm REd sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects. 79 ELECTRICAL WORKS 80 SUB-HEAD - I: INTERNAL WIRING 81 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 82 Group - C 83 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 84 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 85 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 86 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 87 4 x 10 sq.mm + 2 x 6 sq.mm. earth wire 88 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required. 89 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 90 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 91 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 92 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 93 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 94 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box forceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding,top lid shall be screwed into the cast iron/ M.S. sheet box by means of3.3 mm dia round headed screws, one lock at the corners. Clamp shallbe made of 12 mm dia M.S. bar bent to shape as per standard drawing. 95 Supplying and fixing extra down rod of 10 cm length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored) 96 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required 97 Upto 450 mm sweep 98 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 99 SUB-HEAD II - FANS & LIGHT FIXTURES: 100 Supply of LED 4ft 40W LED Tube light with a nominal system lumen output of 4000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 3000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 42W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor 101 Supply of LED 4ft Batten with a nominal system lumen output of 2000 lumens and a minimum system efficacy of 100 lm/W. The luminaire shall have a rated system lifetime of 25,000 burning hours at L70. The luminaire should have a color temperature of 4000K and CRI>80. The luminaire shall meet IP20 rating with THD < 10% and PF > 0.9. The luminaire housing should made of extrusion Al with a PCdiffuser. The total power consumption should not exceed 21W (including driver).Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 102 Supply of Surface mounting round 6 Watt 10 Watt , LED Down Lighter, suitable for 24Hr Continuous Operation, 660-1100 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 103 Supplying of Bulkhead type light fitting complete with, wire guard, holder, electronic ballast 1 x 10 W lamp including connections etc.Including connection with 1.5 sqmm FRLS PVC insulated copper conductor as required. 104 Supplying of LED mirror light luminaire with 10Wwatt complete with electronic ballast, lamp including connection etc. complete as required, Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 105 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200 mm sweep ceiling fan 106 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 107 300mm EXHAUST FAN 108 SUBHEAD- III: DISTRIBUTION BOARD 109 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required 110 63 A,25KA,FP MCCB 111 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 112 6 way Double door 113 8 way Double door 114 Supplying and fixing following way surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required.(Note : Vertical type MCB TP DB is normally used where 3 phase outlet are required.) 115 4 way (4 + 12), Double door 116 Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required 117 40 amps 4P MCB 118 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB),having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. As required. 119 25 amps 120 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 121 Single pole 122 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 123 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 124 90 mm dia (OD-90 mm & ID-76 mm nominal) 125 SUB-HEAD -IV- TELEPHONE & LAN SYSTEM 126 Supplying, drawing, connecting and testing of 0.5 mm dia annealed copper conductor PVC insulated PVC sheathed telephone wire in existing conduit/wire way duct etc. as required of following sizes: 127 2 Pair (4 core) 128 Providing, fixing connecting and testing of under noted size of solderless telephone tag block Krone make in surface/recess in wall required size of M.S. box with hinged lockable cover duly stove enamel painted. 129 10 pair tag block 130 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 131 20mm dia PVC conduit 132 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required 133 1 or 2 Module (75mmX75mm) 134 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required 135 Telephone socket outlet 136 RJ-45 Data Socket outlet 137 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. 138 1 run of cable 139 SUB-HEAD -V: L.T. CABLES 140 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 141 Up to 35 sq.mm. 142 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 143 Upto 35 sq. mm (clamped with 1mm thick saddle 144 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. 145 Upto 35 sq. mm (clamped with 1mm thick saddle) 146 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 147 4 x 16 sq.mm 148 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 149 4 X 16 sq. mm (28mm) 150 Providing, laying and fixing following dia G.I. pipe (mediumclass) in ground complete with G.I. fittings including trenching(75 cm deep)and re-filling etc as required 151 100 mm dia 152 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 153 100mm dia 154 SUB-HEAD - VI : CABLE TRAY 155 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 156 100 mm wide x 50 mm depth x 1.6 mm thickness. 157 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 158 100 mm wide x 50 mm depth x 1.6 mm thickness. 159 Plumbing Work 160 SUB HEAD-I-SANITARY INSTALLATIONS 161 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 162 W.C. pan with ISI marked white solid plastic seat and lid 163 Providing & fixing toilet paper holder 164 C.P. brass 165 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 166 Providing and fixing Jaquar Make Hand Shower (Health Faucet) with 8mm Dia,1.2 Meter Long Flexible Tube & Wall Hook of quality and make as approved by Engineer - in - charge. 167 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: 168 White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap 169 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 170 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 171 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern & jet) 172 15 mm nominal bore 173 Providing and fixing uplasticised PVC connection pipe with brass unions : 174 45 cm length 175 15 mm nominal bore 176 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 177 100 mm diameter 178 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 179 15 mm nominal bore 180 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 181 600 mm long towel rail with total length of 645 mm, width78 mm and effective height of 88 mm, weighing not lessthan 190 gms. 182 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 183 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever required 184 Kitchen sink with drain board 185 510x1040 mm bowl depth 200 mm 186 Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete 187 Flexible Pipe 188 32mm Dia 189 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 190 15mm nominal bore 191 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 192 15mm nominal bore 193 Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge. 194 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. (Including C.I. trap for standard urinal with vent arm with operating and other couplings in C.P.brass: 50 mm dia) 195 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as perdirection of Engineer-in-charge and finished smooth. 196 Granite Stone of approved shade 197 SUB HEAD-II-WATER SUPPLY 198 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 199 Concealed work, including cutting chases and making good the walls etc. 200 For Internal Toilet 201 15 mm nominal outer dia Pipes 202 20 mm nominal outer dia Pipes 203 25 mm nominal outer dia Pipes 204 32 mm nominal outer dia Pipes 205 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. 206 Internal work - Exposed on wall 207 20 mm nominal bore 208 32 mm nominal bore 209 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 210 Terrace loop & Tank Filling Pipe 211 40 mm nominal bore 212 50 mm nominal bore 213 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 214 40mm diameter pipe 215 50mm diameter pipe 216 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 217 40mm diameter pipe 218 50mm diameter pipe 219 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 220 For vertical pipe connection with terrace ringmain 221 20 mm nominal bore 222 25mm nominal bore 223 32mm nominal bore 224 40mm nominal bore 225 50mm nominal bore 226 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 227 25 to 40 mm nominal bore 228 50 to 80 mm nominal bore 229 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./H.P.H.D. plastic ball. 230 40 mm nominal bore, 206 mm long, weighing not less than 690 gms 231 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. 232 SUB HEAD : III - ROOFING 233 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. 234 110 mm dia (for rain water) 235 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 jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 236 Single Push Fit Coupler 237 110 mm dia 238 Single tee with door 239 110x110x110 mm 240 Plain bend 87.5 deg 241 110 mm dia 242 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 243 110 mm dia 244 Making khurras 45x45 cm 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 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 245 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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 a lead of 50 m. 246 All kind of soil 247 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 248 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 249 100mm dia SWpipe 250 SUB HEAD : IV - INTERNAL DRAINAGE 251 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 252 Internal Toilet (Soil & Waste Pipe) 253 75 mm 254 110 mm 255 Exposed on Wall (Soil & Waste Pipe) 256 110 mm 257 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 258 Bend without door (45°) 259 75mm 260 110mm 261 Bend without door (87.5°) 262 75mm bend 263 110mm 264 Y Fitting without door 265 75mm 266 110mm 267 Single Tee without door 268 75mm 269 110 mm 270 Single Tee with door 271 75mm 272 110 mm 273 Bend with door (87.5°) 274 75mm 275 110 mm 276 Clean Out Plug (COP) 277 75mm 278 110 mm 279 Reduced Y Fitting without door 280 110mm x 75mm 281 Reduced Tee with door 282 110mm x 75mm 283 Coupler 284 75mm 285 110mm 286 Vent Cowl 287 110mm 288 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 289 For Wash basin & Urinal 290 32mm dia. Pipe 291 50mm dia. pipe 292 Elbow (45°) 293 32mm 294 50mm 295 Elbow (90°) 296 32mm 297 50mm 298 T fitting 299 32mm 300 50mm 301 Coupler 302 32mm 303 50mm 304 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 305 110mm x 75mm x 50mm/40mm (Toilet) 306 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 307 110mm x 75mm (Toilet & Kitchen) 308 Providing and fixing PTMT grating of approved quality and colour. 309 Rectangular type with openable circular lid 310 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 311 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 312 150 x 100mm size P-type 313 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 314 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: 315 100 mm diameter 316 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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 a lead of 50 m. 317 All kind of soil 318 Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 319 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 320 100mm dia SWpipe 321 EXTERNAL SEWERAGE & EXTERNAL WATER SUPPLY 322 COST OF SEWERAGE WORKS 323 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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 a lead of 50 m. 324 up to 1.50 m depth 325 Pipes 80 mm to 300 mmdiameter 326 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) 327 Depth not exceeding 1.5 meter 328 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 329 150 mm.dia. RCCPipes 330 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 331 150 mm.dia. RCCPipes 332 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. 333 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 334 With common burnt clay FPS (non modular) bricks of class designation 75 335 (i) For Sewer Line 336 Extra for depth for manholes: 337 Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 338 Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 339 COST OF EXTERNAL WATER SUPPLY WORKS 340 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) 341 40mm nominal bore. 342 25mm nominal bore. 343 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 344 40mm nominal bore. 345 25mm nominal bore. 346 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (horizontal) 347 40mm nominal bore. 348 25mm nominal bore. 349 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design : 350 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 351 SITE DEVELOPMENT WORK 352 INTERLOCKING PATHWAY 353 KOTASTONEPATHWAY 354 COBBEL STONE 355 BEAUTIFICATION OF PLATEFORM 356 Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50metres lead as per direction of Engineer-in- charge. 357 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 leads including all lifts involved 358 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 359 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone 360 Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Makrana white second quality 361 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 40 mm thick 362 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 363 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 364 SEPTIK TANK WITH SOAK PIT 365 Size :- Length = 5.0 M. Width = 2.0M Total Depth =3.00M 366 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 367 In all kind of soil upto 1.5m depth 368 In all kind of soil upto 1.5m to 3.0m. depth 369 In all kind of soil upto 3.0m to 4.5m. depth 370 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size) 371 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 372 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 373 Suspended floors, roofs, landings, balconies and access platform. 374 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 375 12mm cement plaster on rough side of mix 1:3 (1 cement : 3 coarse sand) 376 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 377 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 378 Providing & fixing 75mm dia vent pipes. 379 Providing & fixing of 75mm dia cast iron terminal guard. 380 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 381 M.D. -10- Circular shape 500mm internal diameter 382 M.D. -2.5- Circular shape 450mm internal diameter 383 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. 384 With F.P.S. bricks 385 HORTICULTURE AND LANDSCAPING 386 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 387 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 388 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 389 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 390 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 391 Rough dressing the trenched ground including breaking the clods. 392 Fine dressing the ground 393 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and the good earth shall be paid for separately). 394 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 395 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge 396 With grass Turf 397 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 398 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep 399 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 400 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 401 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 402 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 403 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 404 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 405 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 406 Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 407 SHRUBS 408 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 409 Providing and fixing M. S. tree guard 45 cm square in plan, height 1.20 metre above ground level and 0.40 metre below ground level. The vertical members shall consist of four nos. angle iron of size 25x25x3 mm, 1.6 m long, one at each corner and 8 nos flat iron of size 25x3 mm, 1.2 m long.The vertical mambers shall be welded to 4 nos. 25x6 mm M. S. flats placed horizontally around the vertical member of the cage. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD/ PWD/ any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc. complete. The tree guard shall be painted with two or more coats of synthetic enamel paint of approved brand and manufactureover a coat of primer, complete in all respect. 410 EXTERNAL ELECTRIFICATION & FAÇADE LIGHTING 411 SUBHEAD- I: M.V. PANELS 412 Supply & Erection of factory fabricated & wired metal clad dust and vermin proof mounting, M.S Channel Base with botom and top cable entreis Electrical control panel with TPN ACB (65KA, 4 Pole Elect draw out Micor Processer Release IPR2) and TPN MCCBs (four Pole 36 KA with thermal magnatic release) switches and instrument chamber etc. complete in all respect. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter, Selector switches for ammeter and Voltmeter, instrument fuses current transformer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches enty boxes shall be complete with suitable cable end boxes reverse. The job includes the grounting of the board as per directions of Engineer-in-charge. All out goings of 100 Amp. and above will be provided with Amp. Metre, curent transformer and selector switches etc. and insurment fuse The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubical type switch board shall be of cat A & B only. 413 MAIN PANEL 414 INCOMING 415 1No. Of 125 Amps FP MCCB of 35KA breaking capacity 416 Metering : 417 1 Set of CTs one of 125/ 5Amp ratio for Multifunction Meter 418 One (1) Set of Phase Indication Lamp. 419 BUS BAR 420 1 Set of 160 Amps TPN Aluminium Bus Bars 421 OUTCOMING 422 63 Amps 4P MCB of 10KA - 2 No 423 40 Amps 4P MCB of 10KA - 2 No 424 16 Amps DP MCB of 10KA - 2 No 425 2 No. SPACE & SPARE 426 Panel described as above 427 SUBHEAD: - II - EARTHING 428 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each 429 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required 430 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 431 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 432 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 433 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 434 SUB-HEAD -III : L.T. CABLES 435 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 436 Up to 35 sq.mm. 437 Above 35 sq.mm. and up to 95 sq.mm. 438 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required 439 Up to 35 sq.mm. 440 Above 35 sq.mm. and up to 95 sq.mm. 441 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 442 Upto 35 sq. mm (clamped with 1mm thick saddle 443 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp 444 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 445 3.5 x 50 sq.mm 446 3 x 6 sq.mm, 447 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 448 2 X 6 sq. mm (19mm) 449 3½ X 50 sq. mm (35mm) 450 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 451 100mm dia 452 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 453 90 mm dia (OD-90 mm & ID-76 mm nominal) 454 SUBHEAD - IV :Miscellaneous 455 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 456 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 457 SUBHEAD - V: EXTERNAL LIGHTING 458 POLE LIGHTS Supply ,Installation ,Testing And Commissining OfTwinkle Lites Make 3000Mm Long Hybrid Decorative Pole HUMBERTO-H With CastedAluminium Base And Ripped Gi Pole PipeWith Decorative Post TopLuminaire made of aluminum housing duly powder coated Lantern Concord 1350Mm Long With Polycarbonate Diffuser In 60W Led Having Lumn Output Not Less Than 115Lmns/Watt With 10Kva Surge Prtector Designed As Per Architect In-Charge( Make- Twinkle Lite-/-Havells/Neri/Juvaas/Orient/ Thor) 459 Supply and fixing of LED street light fitting having die cast aluminium body and diffuser with driver set suitable for 45 watt to 50 watt. Confirming to IP 66 and above protection complete in all respect. 460 Supply and Fixing of Spike Light for trees 12 watt Warm White. (Including civil works) 461 Supply and fixing ofsteplight RObusT DESIGN IP67/IK10 easy to mount with suitable mounting box BWG 50led50/NWPSU 220-240V IP67 7043(Philips/Panasonic/Havells or Equivalent) 462 Supply, Installation, Test in gand Commissioning of LEDRGB/RGBW flood lighting luminaire for facade lighting with Die- cast aluminium housing, powder- coated finish, of following wattage. Luminaire shall be capable of producing dynamic color changing light for with 16 million colors by DMX/ Ethernet based control. The be amangle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100-270 VAC, 50Hz with power factor>0.9. Fixture shall be suitable to operate at anambient temperature range of-10°Cto +50° C and shall be IP65 and IK06 rated. Life time shall be atleast L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS(IS10322) and shall be complete with all necessary accessories required for proper working of fixture in cluding weatherproof connection cables, waterproof connector setc. as required. 30 W 463 Supply, Installation, Testing and Commissioning of LED RGB/RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing, of following wattage. Luminaire shall be capable of producing dynamic color changing light with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver andapable of operating at line voltage without any separate power supply from 100 to 270 V AC, 50 Hz, power factor > 0.9 . Fixture shall be suitable to operate at ambient temperature range of -10°C to +50°C and shall be IP 65 and IK06 rated. Lifetime should be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required. 464 40 W 465 SUPPLY & FIXING UNIIn-Ground Linelight BBP403 LED50/WW 9W 24V L 1200 (Philips/Siems/or Equivalent) 466 Supply and Fixing 24 Wattage Burial UNIIn Ground- Burial ip68 waterproof BBP343 LED2400/1800/WW 24W/18W 20D 100-240V (Philips/Siems/or Equivalent) 467 Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required 468 32 mm dia 469 TUBEWELL 470 Drilling of 200 mm dia bore hole. 471 Supply of 125 mm dia MSpipe as per IS1239 472 Supply of 125 mm dia slotted MSpipe 473 Supply and fixing of nylon jali around the slotted pipes complete as required. 474 Providing and packing of coarse sand / pea gravel around the pipe. 475 Transport of boring tools other required equipements and installation at site. 476 Supply of submersible pump of make KSB (Cora) for 1.5HPwith control panel, support wire etc complete. 477 Providing 3 core PVC insulated submersible cable. (from pump panel to submersible pump) 478 Providing and fixing 65 mm dia. G.I. pipe complete with fittings and clamps including cutting and making good the wall etc. (from submersible pump to ground level) 479 Providing and fixing 65 mm dia. brass gate valve with CI wheel of approved quality. 480 Lowering of 125 mm dia MS pipe in bore hole including cutting,jointing etc complete. 481 Supply and fixing of tube well accessories i.e. well cap, clips, clamps, etc. to complete the job in all respect. 482 Fixing, testing and commissioning for erection and lowering of submersible pump, 65 mm dia GI column pipe, 3 core submersible copper cable upto the control panel, supporting clamps, cable clips, pressure gauge, connection line and all other accessories required for the proper completion of the work. 483 Testing and development of tube well. 484 ENTRANCE GATE 485 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 486 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 487 Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. 488 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement 489 All works upto plinth level 490 Concrete of M25 grade with minimum cement content of 330 kg /cum 491 All works above plinth level upto floor V level 492 Concrete of M25 grade with minimum cement content of 330 kg /cum 493 Centering and shuttering including strutting, propping etc. and removal of form for 494 Foundations, footings, bases of columns, etc. for massconcrete 495 Suspended floors, roofs, landings, balconies and accessplatform 496 Lintels, beams, plinth beams, girders, bressumers andcantilevers 497 Columns, Pillars, Piers, Abutments, Posts and Struts 498 Class M-150 brick work in 1:4 cement coarse sandmortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 499 Brick work with class 150 bricks in Super Structure in Cement Coarse sand ( 1 Cement : 4 Coarse sand) including supply of all materials, labour, T & P and curing etc. required for proper completion of the work 500 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc, including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but, excluding the cost of 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 sizederived from natural sources). 501 Steel Reinforcement for R.C.C. work including straightening cutting, bending, placing in position and binding all complete in all level - TMT Bars of Grade Fe-500D or more. 502 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately)40mm Red Sandstone: 503 Red Sand Stone 40mm thick 504 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required 505 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 506 Supplying, fabricating, transporting, hoisting and fixing in position good quality of 70 mm Red sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects 507 Stone work, plain in copings, cornices, string courses and plinth courses, upto 200 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.Red sand stone . 508 Supplying, fabricating, transporting, hoisting and fixing in position good quality of Ornamental CHATRI in various elements for all levels, inlcuding the cost of oranmental work and mouldings, carvings as required, of varied thickness shall be used for stacking. Also includes the cost of structural load calculation and design with respect to the drawing recevied from architect in charge. Preferable tentative size 0.75MX0.75MX0.85M OR tentative Size as approved from architect in charge 509 Supplying, fabricating, transporting, hoisting and fixing in position good quality of Ornamental cement concreteCHATRI in various elements for all levels, inlcuding the cost of oranmental rcc work and mouldings, carvings as required, of varied thickness shall be used for stacking. Also includes the cost of structural load calculation and design with respect to the drawing recevied from architect in charge. Preferable tentative size 0.9MX0.9MX1.2M OR tentative Size as approved from architect in charge 510 ELECTRICAL WORKS FOR GATE 511 SUB-HEAD - I: INTERNAL WIRING 512 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 513 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 514 SUB-HEAD II - FANS & LIGHT FIXTURES: 515 Supply and fixing of 9 Watt LED Inground UpLight luminaire Confirming to IP 66 Protection complete in all respect. 516 Supply,Installation,Testing and Commissioning of LEDRGB/RGBW Linear Wall Washer luminaire for Facade lighting with aluminium extruded housing , of following wattage. Luminaire shall be capable of producing dynamic color changing light with16 million colors by DMX/ Ethernet based control. The beamangle of the fitting shall be narrow,medium,wideorasymmetricaspertherequirement.Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from100 to 270 VAC,50Hz, power factor >0.9.Fixture shall be suitable to operate at ambient temperature range of-10°Cto+50°Cand shall be IP65 and IK06rated.LifetimeshouldbeatleastL70:50000burninghoursat50°C.LuminaireshallbeconformingtoBISandshallbecompletewithallnecessaryaccessoriesrequiredforproperworkingoffixtureincludingweatherproofconnectioncables,waterproofconnectors etc. as required. 517 40W 518 SUBHEAD- III: DISTRIBUTION BOARD 519 Supplying and fixing DP sheet steel enclosure on surface/ recessalong with 25/32 A 240 V C curve DP MCB complete withconnections, testing and commissioning etc. as required. 520 SUB-HEAD -IV : L.T. CABLES 521 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 522 Up to 35 sq.mm. 523 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required 524 Up to 35 sq.mm. 525 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 526 Upto 35 sq. mm (clamped with 1mm thick saddle 527 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 528 3 x 6 sq.mm, 529 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 530 2 X 6 sq. mm (19mm) 531 Providing, laying and fixing following dia G.I. pipe (mediumclass) in ground complete with G.I. fittings including trenching(75 cm deep)and re-filling etc as required 532 100 mm dia 533 RAIN WATER HARVESTING 534 RECHARGE PITS 535 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 536 In all kind of soil upto 1.5m depth 537 In all kind of soil upto 1.5m to 3.0m. depth 538 In all kind of soil upto 3.0m to 4.5m. depth 539 In all kind of soil upto 4.5 m to 6.0m. depth 540 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 541 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 542 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 543 Suspended floors, roofs, landings, balconies and access platform. 544 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 545 12mm cement plaster on rough side of single or half brick wall mix 546 1:3 (1 cement : 3 Coarse sand) 547 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: 548 With 20x20mm square bar 549 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 550 M.D. -10- Circular shape 500mm internal diameter 551 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 552 Drilling of 300mm dia bore hole manually. 553 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 554 150 mm nominal size dia 555 Supplying, filling, spreading & leveling stone boulders of size range5 cm to 20 cm, in recharge pit, in the required thickness, for all leads& lifts, all complete as per direction of Engineer-in-charge. 556 Supplying, filling, spreading & leveling gravels of size range 5 mm to10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per directionof Engineer-in-charge. 557 Supplying, filling, spreading & leveling coarse sand of size range 1.5mm to 2 mm in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -incharge. 558 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction ofEngineer-in-charge. 559 DESILTING CHAMBER 560 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge. 561 In all kind of soil upto 1.5m depth 562 In all kind of soil upto 1.5m to 3.0m. depth 563 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 564 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 565 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 566 Suspended floors, roofs, landings, balconies and access platform. 567 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 568 15mm cement plaster on rough side of single or half brick wall mix 569 1:3 (1 cement : 3 Coarse sand) 570 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: 571 With 20x20mm square bar 572 M.D. -10- Circular shape 500mm internal diameter 573 DRAINAGE NETWORK 574 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth 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 a lead of 50 m. 575 up to 1.50 m depth 576 Pipes 80 mm to 300 mmdiameter 577 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 578 150 mm.dia. RCCPipes 579 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 580 150 mm. dia. 581 Constructing brick masonry INSPECTION chamber 60x60x75 cm with bricks of class designation 50 in cement mortar 1:4 (1 cement : 4 coarse sand) including CI cover with frame LIGHT WEIGHT complete as perdesign. With FPS bricks 582 Constructing brick masonary open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for filling haunches including 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design: 583 Drain 300 wide average.Depth 45 cm with R.C.C. slab 584 DEVELOPMENT TOURIST FACILITY & INFORMATION :- 585 Benches 586 Urban Litter Bins 587 Directional & Informative Signages 588 Signage-A 589 Signage-C 590 Water Cooler 591 G.S.T. Extra as per Applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
47.
Housing Urban and Rular Development #9443223 Technical Bid
Tender For Tourism Infrastructure And Development Work At Udasin Rishi Ashram At Chakra Awwal, Distt. Gorakhpur, 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2 All kinds of soil. 3 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, 4 in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. 5 Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 6 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 7 In all kind of soil upto 1.5m to 3.0m. depth 8 In all kind of soil upto 3.0m to 4.5m. depth 9 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 10 Clearingjungleincludinguprootingofrankvegetation, grass, brush wood,treesandsaplingsofgirthupto30cmmeasured at aheightof 1 mabovegroundlevelandremovalofrubbishuptoadistanceof50m outsidetheperipheryoftheareacleared. 11 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground. 12 floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm 13 (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 14 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 15 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 16 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 17 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 18 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 a piece of cloth lightly soaked in kerosene oil. 19 Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 20 Centering and shuttering including strutting, propping etc. and removal of form for : 21 Foundations, footings, bases of columns, etc. for mass concrete 22 Suspended floors, roofs, landings, balconies and access platform 23 Lintels, beams, plinth beams, girders, bressumers and cantilevers 24 Columns, Pillars, Piers, Abutments, Posts and Struts 25 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level 26 Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 27 Concrete of M25 grade with minimum cement content of 330 kg /cum 28 All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum 29 R.C.C. (M-20) work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1.5:3 in Lighter Beam excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. 30 R.C.C. (M-20) work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1.5:3 in Column excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. 31 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 32 Thermo-Mechanically Treated bars of grade Fe-500D or more. 33 Making grooves 10 to 12mmwide x8mm deep in plaster of the walls or in ceiling vertically or horizontally as required 34 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 35 M-150 brick work in one cement & 6 coarse sand 2.25 F.M. mortar in foundation and plinth including supply of all materials labour, tools and plants etc. required for proper completion of the work. 36 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 : 37 Cement mortar 1:6 (1 cement : 6 coarse sand) 38 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. 39 Cement mortar 1:3 (1 cement :3 coarse sand) 40 GRC Jali 41 Providing and fixing 75 mm high, 50 mm deep and 18 mm thick stone slab table rubbed, edges rounded and polished, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. 42 White Agaria Marble Stone 43 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : 44 Red sand stone - Exposed face machine cut and table rubbed with rough backing. 45 40 mm thick 46 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 Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 47 Float glass panes 48 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). 49 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 50 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 51 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 52 Fixed to steel windows by welding 53 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : (copper oxidized as per IS: 1378) 54 300x16 mm 55 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : (copper oxidized as per IS: 1378) 56 250x10 mm 57 Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete. (copper oxidized as per IS: 1378) 58 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : (copper oxidized as per IS: 1378) 59 100 mm 60 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. 61 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places z for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. 62 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 63 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. 64 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 65 25 mm thick 66 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 67 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 68 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 69 Double charge vitrified tile polished finish of size 70 Size of Tile 600 x 600 mm 71 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 72 Size of Tile 600x600 mm 73 Making khurras 45x45 cm 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 PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. 74 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 110mm diameter 76 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 77 110mm 78 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 79 12 mm cement plaster of mix : 80 1:6 (1 cement: 6 coarse sand) 81 15 mm cement plaster on rough side of single or half brick wall of mix: 82 1:4 (1 cement: 4 coarse sand) 83 Extra for plastering done on moulding, cornices or architraves including neat finish to line and level: In one coat 84 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials.(Ceiling) 85 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) 86 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 87 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 88 Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. 89 Making of draing along with apron 150 X 150 MM 90 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 direction of Engineer - in- charge. 91 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. 92 In cement mortar 93 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 94 Of area 3 sq. metres and below 95 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 96 Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. 97 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller8 including making good the undulations etc. and re-rolling the subWC .g rade and disposal of surplus earthwith lead upto 50 metres. 98 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 99 Supply & laying of 80 mm thick I shapped mechaniucally compressedinter locking cement concrete pavers block manufactured by high pressure & controlled vibration machine having plan dimension 200x(160+120mm) with minimum 5 mm thick topping of O.P. cement mixed with 25% marble powder. The compressive strenght of concrete paver block shall not be less than 30 MPa & 4.5 KG no. including cost of bedding sand and joint filling with sand all material, labour T & P etc. required for proper completion of work as directed by Engineer-in-charge, Cement Grey/Ordinary Red 100 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required 101 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 102 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required 103 W.C. pan with ISI marked white plastic seat and lid 104 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: 105 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. 106 Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge. 107 15mm nominal bore 108 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 109 Semi rigid pipe 110 a) 32mm dia 111 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 112 Providing and fixing Toilet paper holder 113 a) C.P. brass 114 Providing and fixing soil, waste and vent pipes : 115 100 mm dia 116 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 117 75 mm Dia 118 Sand cast iron S&S pipe as per IS: 1729 119 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 120 Providing and fixing plain bend of required degree. 121 100 mm dia 122 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 123 75 mm dia 124 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 125 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 126 Size 100 mm 127 Size 75 mm 128 Providing and fixing single equal plain junction of required degree : 129 100x100x100 mm 130 75x75x75 mm 131 Providing and fixing terminal guard : 132 100 mm 133 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 134 75 mm 135 Sand cast iron S&S as per IS - 1729 136 Sand cast iron S&S as per IS - 3989 137 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 138 100 mm inlet and 100 mm outlet 139 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 140 Providing and fixing injection moulded SWR floor trap of self cleaning design with top tile and strainer including cost of cutting and making good walls and floors.The jointing of pipes to the floor trap is to be complete with solvent cement/lubricant 141 a) 100 mm inlet and 75 mm outlet 142 Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. 143 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 1.00m 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. 144 internal work -Exposed on wall 145 20mm dia nominal outer dia pipes 146 25mm dia nominal outer dia pipes 147 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. 148 Concealed work including cutting chases and making good the walls etc. 149 15mm dia nominal outer dia pipes 150 20mm dia nominal outer dia pipes 151 Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. 152 (internal work) 153 Exposed on wall 154 15 mm dia 155 20 mm dia 156 50mm dia nominal bore 157 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 158 80 mm dia nominal bore 159 Providing and fixing gun metal gate valve with wheel of approved quality. 160 25mm dia nominal bore 161 20 mm dia nominal bore 162 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 163 25 mm nominal bore 164 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 165 15mm nominal bore 166 Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. 167 50mm dia nominal bore. 168 Providing and placing on terrace (at all floor levels) polyethylene water storage tank. IS: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. 169 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 170 15mm nominal bore 171 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 172 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 173 15mm nominal bore 174 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 175 15mm nominal bore 176 Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 177 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 178 150 mm diameter S.W. pipe 179 250 mm diameter S.W. pipe 180 Providing and fixing square mouth S.W. Gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 Kg and frame to be not less than 2.70 Kg as per standard design: 181 150 x 100 mm. size P type 182 With Sewer bricks conforming to IS : 4885 183 180x150 mm size P type 184 With common burnt clay F.P.S. (non modular)bricks of class designation 7.5 185 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 : 186 150 mm dia. R.C.C. pipe 187 250 mm dia. R.C.C. pipe 188 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design 189 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 190 With FPS bricks of class designation 75 191 (i) For Sewer Line 192 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 193 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 194 Providing and fixing of Water Cooler including all fittings etc. complete 195 Stone Chiseller 196 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 197 M.D. -2.5- Circular shape 450mm internal diameter 198 M.D. -10- Circular shape 500mm internal diameter 199 Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design : 200 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 201 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. 202 With F.P.S. bricks 203 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: 204 (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. 205 (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. 206 (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. 207 (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. 208 (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 209 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 210 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. 211 All Types of Soil 212 350 mm dia 213 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 214 Rocky strata including Boulders 215 350 mm dia 216 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 217 Around Pipe (3.14*0.15*0.15*120.00) 218 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 219 (3.14*3.50*3.50*0.30) 220 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 221 150 mm nominal size dia having minimum wall thickness 5.00 mm 222 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 223 200 mm nominal size dia 224 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.. 225 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 226 150 mm dia 227 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 228 150 mm dia 229 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I). 230 150 mm dia 231 Supply and fixing of Armoured cable ISI marked (25 sqmm 3.5 core) 232 Supplying & installation of pumping motor pumpset ISI marked, making connection suitable for tube-well/D.C.B. The job includes screwing and welding of flanges on G.I. riser pipes (50 mm dia minimum) installation, complete fittings accessories with riser pipes jointing of electrical cables other connections making switch board electrical connections, all labour for testing of pumpset and supply of water to water mains complete in all respects. 233 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 234 Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment). 235 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 236 Screened through sieve of I.S. designation 4.75 mm 237 Rough dressing the trenched ground including breaking clods. 238 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. 239 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 240 Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). 241 In rows 5 cm apart in both directions 242 Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. 243 Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) 244 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) 245 Holes 60 cm dia, and 60 cm deep 246 Holes 45 cm dia, and 45 cm deep. 247 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) 248 Trees Plant 249 Shrubs Plant 250 Hedge Plant /Ground cover 251 Providing and displaying of Money Broad Leaves mounted on moss stick 90 cm ht., 3 to 4 s in each pot, well developed with full of fresh & healthy leaves in size of 25 cm Top dia x 18 cm Bottom dia x 25 cm Perpendicular height Earthen pot/Plastic pot. & as per direction of the officer-in-charge. 252 Providing and Displaying Marigold jaffri orange/yellow/Russet colour well developed with fresh & healthy foliage with 40 to 50 flowers in bloom specimen plant 60 to 75 cm ht in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. 253 Providing and stacking of Tradescantia, full of leaves in Earthen Pot/Plastic Pot of size 15 cm. as per direction of the officer-in-charge. 254 Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 255 Providing and stacking of Polyalthia longifolia (Ashok) of height 150-165 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. 256 Providing and stacking of Ficus blackii (F.vivion) of height 45-60 cm. with 6- 8 branches healthy foliage in earthen pots of size 25 cm as per direction of the officer-in-charge. 257 Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 258 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, upper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 259 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 260 Group A 261 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 262 socket 263 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 264 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 265 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 266 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 267 2 X 10 sq. mm + 1 X 6 sq. mm earth wire 268 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 269 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.: 25 mm 270 Supplying and fixingtwo module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 271 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. 272 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required. 273 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 274 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required. 275 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 276 8 way , Double door 277 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 278 8 way ( 4+24) Double door 279 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 280 Single pole 281 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 282 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 283 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 284 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 285 Supply & fixing of single wall bracketon matching M.D.F.E.G.boardbase etc. complete in all required. 286 Installation of exhaust fan ( upto 450 mm dia) in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 287 Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. or as directed by the Engineer-Incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 288 6 sqmm 2 core 289 10 sqmm 4 core 290 35 sqmm 3.5 core 291 120 sq. mm 3-1/2 core 292 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Inchage. 293 6 sqmm 2 core 294 10 sqmm 4 core 295 35 sqmm 3.5 core 296 120 sq. mm 3-1/2 core 297 Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 298 6 Sq.mm 299 10 Sq.mm 300 35 Sq.mm 301 120 sq. mm 302 Supplyand burying safe earthing Electrode T-19 (HotDip Galvanized), Length 2000 mm, outer pipe 50mm, inner pipe 25,terminal Dia 12mm ,outer G.I.pipe of 16 swg and inner GI pipe of 12swg withHotDipGalvanized up to 100 mirconfilled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable ofreducing the soilresistivitywith good mixture ofretaning capacity along with 30 cm square C.I. frame with hinged cover & masonryhousing (from electrode terminaltoswitchboard , cost of 25 x 3 G.I. strip will be extra) Make:As approved in U.P.P.W.D. & C.P.R.I. Certified 303 Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCBs (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCBs shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. 304 Incoming 305 200 Amp. MCCB-1 No 306 Outgoing 307 63 Amp. MCCB-3 Nos 308 S&F of 63 Amp. DP MCB (10 KA) 309 Supply and fixing of 63 Amp. 4 Pole MCB (10KA) CAT A 310 Supply & fixing of 16 gauge M.S.drum duly painted including making hole in the wall for exhaust fan and finishing properlyetc. complete as required. 311 Supply & fixing of Crimping, solder, less, copper ton electroplated lugs of Dowel/ismail make suitable for 1.5 sqmm to 6sqmm cables, including tapping with insulating tape,etc. complete in allrespects. 312 Supply and laying of 1800mm x 900mm x 12mm thick chequered rubber matting of tested quality. 313 Supply & fixing hexagonal/Round G.P. Fan box of approved make made up of 1.0 mm thick ISI marked G.P. Sheet spot welded four to Eight holes of 25.4mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screwed fitted with 300mm round zink coated M.S. Bar x 12mm & brand name should be embossed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material labour, T & P etc required for proper completion of the work. 314 Supply & fixing ofrecess/Surface/Pendent mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set complete in all respects. 315 Supply and Fixing of LED Tube Light with batten suitable for up to 1X22 watt LED tube light fitting complete including tube on surface complete in all respect. 316 Supplyof AC 230/250 Volts, 50 Hz 55w 1400 rpm exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required.-Make: Havells-STANDARD -Refresh Air-SPS 317 300mm sweep. 318 SUPPLY & FIXING OF STONE BENCHES 319 Supply & fixing of Solar light 36 watt including inbuilt charge controller and dusk to dawn operation , Galvanized pole of M.S. material and 7 meters height , Battery Tubular 12v/150 Ah, suitable for 2 days autonomy & solar panel 200wp. 320 Manufacturing, providing & fixing campus entrance signage as per design approved by architect & drawing enclosed, letters extruded on 50mm thick red sand stone dry cladding over brick column with varying perimeter 750X750 size with 150 mm high sand stone pedestal with foundation all complete as per the specification & direction of the architect. 321 Manufacturing, providing & fixing directional signage - vehicular as per design design approved by architect & drawing enclosed, letter laser edged on 2 mm aluminum plate in dark green enamel properly fixed on 6mm thick aluminium sheet 900X150 size fixed over 100-150 diameter aluminium dia cast post/MS Pole placed over 450 diameter sand stone base 1380 high with foundation all complete as per the specification & directions of the architect. 322 Manufacturing, providing & fixing directional signage pedestrian type-a as per design approved by architect & drawing enclosed, letters laser edged on 2mm aluminium plate in dark green enamel properly fixed on 50 mm thick red sand stone slab 1200X200 size fixed over 100-150 diameter aluminium dia cast post/MS pole placed over 2 nos. 150 diameter sand stone post 3000 high with foundation all complete as per the specification & directions of the architect. 323 GST Extra As per Applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Uttar Pradesh View Result →
48.
Housing Urban and Rular Development #9443203 Technical Bid
Tender For Eco Tourism Development Work Of Ancient Lake At Devdah Maharajganj, 1 DEVELOPMENT OF GHAT 2 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 3 Making coffer Dam with laying of empty gunny bags including filling of sandy/local soil and placing in two parallel lines with proper gap in River to retain the water for construction work including filling of sendy soil in aforesaid gap of two parallel gunny bag line and laying a layer of soil over each layer of bags including cost of all material, labour, T &P required for proper completion of work. 4 Making barricading with burrying of M S pipe @ 750 mm c/c horizontal distance by means of pressure method in river bed to hold the coffer dam due to5 - 7 metre depth of river including fixing of pipe horizontal & cross to strengthen, placing bamboo mat and polythene sheet protected with PVC tarpoline both side along barricading as per direction of Engineer-in- charge including cost of all material, labour, T & P required for proper completion of work. (weight @ 30 kg per sqm) 30Kg x70 Rs. =3471 5 Digging of slush including lift upto 1.50 mtrs.and load upto 30 mtrs. and also including transportation of excavated slush within the campus by tractor trolly or dumper etc. as per direction of Engineer-in- Charge. 6 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 getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.All kinds of soil 7 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 9 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 10 All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum 11 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 12 Centering and shuttering including strutting, propping etc. and removal of form for 13 Foundations, footings, bases of columns, etc. for massconcrete 14 Suspended floors, roofs, landings, balconies and accessplatform 15 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 16 Lintels, beams, plinth beams, girders, bressumers andcantilevers 17 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 400 mm dia piles 18 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 400 mm dia piles 19 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more 20 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) 21 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 22 Finishing walls withAcrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 23 50 mm thick Chunar sand stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone 24 Supplying & filling of boulder pitching (40-60 Kg) including wire and necessary lead & lift including transportation etc all complete in direction of engineer in charge. 25 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 26 CHAIN LINK FENCING 27 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 getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.All kinds of soil 28 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 29 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works Upto plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 30 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 31 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. 32 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 33 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade 34 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 35 Providing centering & shuttering including strutting, propping etc. & removal of form including all materials, labour and T & P etc. required for proper completion of work all complete Foundations, footings, bases of columns, etc. for mass concrete 36 SURFACE PARKING 37 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 getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.All kinds of soil 38 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 39 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 40 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 41 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works Upto plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 42 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 43 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturersspecifications. This includes cost of cement slurry, but excluding thecost of nosing of steps etc. complete 44 Providing and fixing in position pre moulded joint filler in expansion joints. 45 Providing and fixing in position bitumen hot sealing compound for expansion joints using grade A sealing comound. 46 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 47 First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 48 INTERLOCKING TILE PATHWAY 49 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 getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.All kinds of soil 50 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 51 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 52 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safeworking load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete.(Length of pile for payment shall be measured upto to the bottom of pile cap) :400 mm dia piles 53 Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 400 mm dia piles 54 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works Upto plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 55 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. 56 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.60 mm thick C.C. paver block of M-30 grade with approved color design and pattern. 57 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 58 First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 59 Landscape & Horticultre Works 60 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 61 Providing and stacking of Plant (As per Architect approval) height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.( Big Tree) 62 Providing and stacking of Plant (As per Architect approval) height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge..( MediumTree) 63 Providing and stacking of Plant (As per Architect approval) height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. ( Small Tree) 64 Providing and stacking of Plant (As per Architect approval) height 15 cm to 20 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.(Seasonal Trees). 65 Providing and stacking of Plant (As per Architect approval), full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. (Shrubs) 66 Trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications. 67 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 68 Supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment) 69 Mixing earth and manure in specified proportion or as directed. 70 Rough dressing the trenched ground including breaking the clods. 71 Fine dressing the ground 72 Spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 73 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 74 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge 75 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 76 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 77 Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white orother colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge.Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm 78 Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-incharge.( Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).Overhead informatory road signage 79 SOLAR LIGHT (Details as per TS Estimate) 80 SAND STONE BENCH (Details as per TS Estimate) 81 DUSTBIN(Details as per TS Estimate) 82 WOODEN GAZEEBO (Details as per TS Estimate) 83 WOODEN DECK (06 Nos) 84 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 getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.All kinds of soil 85 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 86 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but Excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).All Work Above Plinth Level 87 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete.(Length of pile for payment shall be measured upto to the bottom ofpile cap) :300 mm dia piles 88 Reinforcement for RCC work including straightening, cutting, bending, placing in position complete. -Thermo-Mechanically Treated bars. 89 Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat 10x5 mm, 10 cm long, forked at end 60cm apart (minimum three lugs to be provided), including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete 90 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. 91 Providing wood work in frames of / Railing / false ceiling, partitionsetc. sawn and fixed in position with necessary stainless steel screws etc. Sal wood 92 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete 93 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 94 25 mm wooden planking, tongued and grooved in flooring, including fixing with iron screws complete with :Second class teak wood 95 French spirit polishing :Two or more coats on new works including a coat of wood filler 96 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 97 TOILET BLOCK 98 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil 99 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 100 Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. 101 ANTI TERMITE WORK 102 Providing and injectingchemical emulsion for Preconstructional antitermite treatment andcreating a chemical barrier under and alround the column pitswall trenches basement excavation top surface if plinth filling junction of wall and floor along the externalperimer of binding expansion joints,surroundings of pipes and conduit etc. complete(Plinth area of the building at ground floor only shall be measuredas per I.S. 6313 (Part II 1981) Aldrine emulsifiable concentrate or any other approved material such asHepthachlor or chlordance will be used. The rateof applications of chemical emulsion shall be as Follows :- (1) Treatment for Masonary & foundatiion 5 Liters per Sq.m.(2) Back fill in immediate contract with foundation7.5 Litres per Sq.M. (3) Treatment of Top surface of plinth filling 5Litres per Sq.M. (4) Treatment ofsoil along External Perimerterof Building 7.50 Litres per Sq.M. (5) Treatment of soil under Apron Along extrnal Perimeter 5 litres per sq.M 103 P.C.C. WORK 104 Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stoneaggregate 40 mm nominal size) 105 R.C.C. WORK 106 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; Concrete of M25 grade with minimum cement content of 330 kg /cum 107 All works upto plinth level 108 All works above plinth level upto floor V level 109 Providing centering & shuttering including strutting, propping etc. & removal of form including all materials, labour and T & P etc. required for proper completion of work all complete 110 Foundations, footings, bases of columns, etc. for massconcrete 111 Columns, Pillars, Piers, Abutments, Posts and Struts 112 Lintels, beams, plinth beams, girders, bressumers and cantilevers 113 Suspended floors, roofs, landings, balconies and access platform 114 Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc 115 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. 116 BRICK WORK 117 First Class M-150 brick work in 1:6 cement and coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 118 M-150 brick work in 1:6 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 230 mmthick 119 M-150 brick work in 1:4 cement and Coarse sandmortar in superstructure including supply of all material, labour and tools and plants etc required for proper completion of work for walls of 115mm (4-1/2) thickness. 120 FINISHING WORK 121 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 122 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 123 Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth complete. 124 Wall painting with acrylic emulsion paint, having VOC (Volatile OrganicCompound ) content less than 50 grams/ litre, of approved brand andmanufacture, including applying additional coats wherever required, toachieve even shade and colour. Two coats 125 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 126 DOOR & WINDOW WORK 127 Providing wood work in frames of doors, windows, clerestory windowsand other frames, wrought framed and fixed in position with hold fastlugs or with dash fasteners of required dia & length ( hold fast lugs ordash fastener shall be paid for separately).Second class teak wood 128 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 129 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. 130 Frame anchor HRD-C 10x140 131 Frame anchor HRD-C 10x120 132 Frame anchor HRD-C 10x120 133 Providing and fixing glazed shutters for doors, windows and clerestorywindows using 5 mm thick float glass panes, including ISI marked M.S.pressed butt hinges bright finished of required size with necessaryscrews. Second class teak wood35 mm thick 134 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 135 Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm 136 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 137 (a) 250 mm x 10mm 138 (a) 200 mm x 10mm 139 Providing and fixing bright finished brass handles with screws etc. complete:125 mm 140 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. 141 French spirit polishing :Two or more coats on new works including a coat of wood filler 142 FLOORING WORK 143 Providing and fixing 1st quality ceramic glazed floor tiles conforming toIS : 15622 (thickness to be specified by the manufacturer ) of approvedmake in all colours, shades except burgundy, bottle green, black of anysize as approved by Engineer-in-Charge in skirting, risers of steps anddados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarsesand) and jointing with grey cement slurry @ 3.3kg per sqm includingpointing in white cement mixed with pigment of matching shadecomplete. 144 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 Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 145 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick 146 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 147 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab over 0.50 sqm 148 Providing and laying Vitrified tiles in floor in different sizes (thickness tobe specified by the manufacturer) with water absorption less than 0.08%and conforming to IS:15622, of approved brand & manufacturer, in allcolours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement:4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm includinggrouting the joints with white cement and matching pigments etc. Thetiles must be cut with the zero chipping diamond cutter only . Laying oftiles will be done with the notch trowel, plier, wedge, clips of requiredthickness, leveling system and rubber mallet for placing the tiles gentlyand easily Glazed vitrified floor tiles polished finish of size Size of Tile 600 x 600 mm 149 Chequerred precast cement concrete tiles 22 mm thick in footpath &courtyard, jointed with neat cement slurry mixed with pigment to matchthe shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) Medium shade pigment using 50% white cement 50% Grey cement 150 40 mm thick rubbed stone flooring over 20 mm (average) thick base ofcement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick,side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixedwith pigment to match the shade of stone and pointing with same mortar. Red sand stone 151 MISSLENIOUS WORK 152 Stone work (machine cut edges) for wall lining etc. (veneer work) upto10 metre height, backing filled with a grout of average 12 mm thickcement mortar 1:3 (1 cement : 3 coarse sand) including pointing inwhite cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with roughbacking. 30 mm thick 153 Providing and fixing stainless steel cramps of required size and shapefor anchoring stone wall lining to the backing or securing adjacent stonesin stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand),including making the necessary chases in stone and holes in wallswherever required. 154 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securingadjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2coarse sand), including making the necessary chases. 155 Providing and laying integral cement based water proofing treatmentincluding preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineerin- Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 156 Providing and applying integral crystalline slurry of hydrophilic innature for waterproofing treatment to the RCC structures like retainingwalls of the basement, water tanks, roof slabs, podiums, reservior,sewage & water treatment plant, tunnels / subway and bridge decketc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystallineslurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integralcrystalline slurry : 1 part water) for horizontal surfaces and applyingthe same from negative (internal) side with the help of synthetic fiberbrush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than90% compared with control concrete as per DIN 1048 and resistantto 16 bar hydrostatic pressure on negative side. The crystalline slurryshall be capable of self-healing of cracks up to a width of 0.50mm.The work shall be carried out all complete as per specification andthe direction of the engineer-in-charge. The product performance shallcarry guarantee for 10 years against any leakage.22.23.1 For vertical surface two coats @ 0.70 kg per sqm 157 Providing and applying fibre reinforced elastomeric liquid waterproofing membrane with resilient acrylic polymers having SunReflectivity Index (SRI) of 105 on top of concrete roof in three [email protected] litre/ 10 sqm. One coat of self-priming of elastomericwaterproofing liquid (dilution with water in the ratio of 3:1) and twocoats of undiluted elastomeric waterproofing liquid (dry film thicknessof complete application/system not less than 500 microns). Theoperation shall be carried out after scrapping and properly cleaningthe surface to remove loose particles with wire brushes, complete inall respect as per the direction of Engineer-in-Charge. 158 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk andmoulded including providing and fixing with 4 Nos gun metal cramp25x6 mm 30 cm long and dowel bars 7.5 cm long 6 mm dia as perdesign. 159 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 160 Applying two or more coat of Ethyl Silicate chemical as approved byArchaeological Survey of India/ Engineer-in-charge, of approved brandand manufacturer, with brush or spray on the existing stone masonrysurface till there is no further absorption of chemical by stone surface,including protecting the applied surface from direct sunlight by suitablemeans during application, all complete as per direction of theEngineer-in-Charge (The rate is inclusive of all materials & laboursinvolved except scaffolding). 161 Internal Electrification 162 Point wiring in PVC Conduit 163 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 164 Group C 165 Power plug wiring in PVC conduit (2 x 4 sqmm.) :- 166 Wiring for light/ power plug with 2X4 sq. mm FRLS PVCinsulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 167 Circuit / Sub main wiring in PVC conduit :- 168 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 169 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 170 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire 171 4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire 172 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 173 4 X 16 sq. mm + 2 X 6 sq. mm earth wire 174 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 175 20 mm. 176 25 mm. 177 32 mm. 178 S/F light plug point modular type accessories :- 179 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 180 S/F power plug point modular type accessories :- 181 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 182 S/F modular type electronic fan regulator :- 183 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 184 S/F modular type blanking plate :- 185 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 186 TELEPHONE, TELEVISION AND DATA NETWORK 187 TELEPHONE WIRING IN EXISTING CONDUIT :- 188 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required 189 2 Pair 190 S/F MODULAR BOXES, BASE & COVER PLATE :- 191 Supplying and fixing following size / modules, GI box along with modular base & cover plate for modular switches inrecessetc as required 192 1 or 2 Module (75 mm x 75 mm) 193 S/F MODULAR TYPE SWITCH / SOCKET :- 194 Supplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc as required 195 Telephone Socket outlet 196 DISTRIBUTIONBOARDS,MCBs, MCCBsANDSFUs 197 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 198 4 way (4 + 12), Double door, horizontal type 199 6 way (4 + 18), Double door, horizontal type 200 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required 201 single pole 202 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 203 40 amps. 204 63 amps. 205 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 206 Supplying and fixing 20 A, 415 V, TPN Industrial type socketoutlet, with 4 pole and earth, metal enclosed plug topalongwith 20 A C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 207 G.I.EARTHING 208 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 209 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 210 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 211 ERECTIONOFLIGHTINGFIXTURESANDFANS 212 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 213 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 214 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 215 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 216 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 217 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 218 TOTAL ( SCHEDULEDITEMS - CPWD - 2018) 219 PART (B) -- NON SCHEDULED ITEMS (AS PER MARKET RATES) 220 Providing & Fixing of modular plate type white RJ 45 CAT 6 Data outlet / information outlets ETL verified to meet or exceed TIA / EIA category 6 requirements, universal wiring label permitting to either T568A or T568B, UL listed,for computer networkingcomplete in all respect with cover plate, grid plate, screws, MS box, etc with connections as required. 221 1 nos. RJ 45 Data Outlet 222 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos.blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperaturerise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 223 1200 mm sweep 224 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete 225 300 mm sweep 900 rpm 226 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, removable gland plates, cable glands including connection with outgoing feeders completeinall respect. DBs shall be original factory fabricated of approved make. The rates shall be excluding all incoming and outgoing circuit breakers. 227 8 Way TPN 228 Providing and fixing of following rating Four poleMCCBs at the incomer of Main/sub distribution boards withconnections etc. complete as required. 229 100 Amp FP MCCB(16 KA) 230 Supplying, fixing, connecting, testing and commissioning of followingrating, ISI marked (IS 8828) 240 / 415 volts, 10 KA, Miniature Circuit Breaker (MCB)of single / double / three / four poles in the existing MCB DB or in existing MS enclosure complete in all respects. 231 25 Amp. TP MCB 232 40 Amp.TP MCB 233 63 Amp. TP MCB 234 internal Plumbingworks 235 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. water closet of size 780x370x690 mm 236 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- 237 (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 238 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 239 32 mm dia (for wash basin) 240 40 mm dia(for sink and urinal) 241 Providing & fixing stainless steel AISI 304 (18/8) kitchen sink with drain board as per IS :13983 with C.I. bracketsandstainless steel plug 40 mm including painting of fittings and brackets cutting and making good the walls wherever required. 242 510x1040 mm bowl depth 200 mm 243 Providing & Fixing 600 X 450 mm bevelled edge mirror of superiorglass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 244 Providing & fixing viterous china toilet paper holder. 245 Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal 246 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.Granite Stone of approved shade 247 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 248 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms 249 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 250 Providing and fixing PTMT grating of approved quality and colour. Circular type:125 mm nominal dia with 25 mm waste hole 251 Providing & fixing soil, waste and vent pipes. 252 a) 100mm dia centrifugally cast iron S & S pipe. 253 b)75mm dia centrifugally cast iron S & S pipe. 254 Providing lead Caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fittings of diameters. 255 100 mm 256 75 mm 257 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 258 a) for 100mm dia pipe. 259 b) for 75mm dia pipe. 260 Providing & fixingcast iron coller. 261 a) 100mm dia. 262 b)75mm dia. 263 Providing & fixing upvc SWR bend confirming to IS -14735 264 110mm dia 265 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 266 a) 100mm 267 b) 75mm 268 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 269 100x100x100mm 270 75x75x75mm 271 Providing and fixingcast iron terminal guard. 272 100 mm 273 75 mm 274 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. 275 Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). 276 Internal work-Exposed on wall 277 15mm dia nominal bore 278 20mm dia nominal bore 279 25mm dia nominal bore 280 32mm dia nominal bore 281 Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work. 282 15mm dia nominal bore 283 20mm dia nominal bore 284 25mm dia nominal bore 285 32mm dia nominal bore 286 Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. 287 (internal work) 288 Exposed on wall 289 a) 15mm dia nominal outer dia pipes 290 a) 20mm dia nominal outer dia pipes 291 Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 292 25 mm nominal bore 293 32 mm nominal bore 294 Providing and fixing ballvalve (brass) of approved quality complete. (High or low pressure with plastic floats). 295 25 mm nominal bore 296 Providing&fixing15 mm nominal bore45 cm long unplasticised PVC connection pipewith brass unions. 297 Providing & fixing 15 mm nominal bore CP brass bib cockof approved quality conformingtoIS 8931. 298 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 299 Providing & fixing 15 mm nominal bore C.P brass angle valve for basin mixer and geyser points of approved quality conformingto IS8931. 300 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and makingnecessaryholes for inlet, outlet and overflow pipes but without fittingandbasesupportfor tank. 301 750 litres capacity 302 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, 303 in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. 304 a) Pipes 80mm to 300mm diameter. 305 Providing, laying and joining glazed stone ware pipes grade Awith stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 306 150mm diameter 307 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 308 150mm diameter 309 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design 310 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 311 With FPS bricks of class designation 75 312 (i) For Sewer Line 313 Extra for depth of man hole size 90x80 cm 314 Providing and fixing square mouthS. W. Gully trapgrade `A complete with C.I. gratingbrickmasonry chamber with F.P.S bricks and water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 315 180 x 150 mm. size P type 316 Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacturess permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. 317 TOTAL 318 Providing & fixing of B 4330, 5 Knuckle, 2 Ball bearing butt hinges size 4 x 3 x 3mm, in SS 304 and in SSS finish. Suitable for door weights upto 120kgs. Template Drilled. 319 Providing &fixing ofGrab Bar of Length 610mm, 25mm Diameter in Satin stainless Steel Finish. 320 Providing &fixing of Disable sign plate 3040-D for WC application with fixing screws size 125 x 125mm, rounded corners in SS 304 satin stainless steel finish. Marking in black. 321 Providing &fixing offloor stop half dome with 45mm dia with fixing accessories, in satin Chrome. 322 Septic Tank 323 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 getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. 324 All kinds of soil 325 All kinds of soil 326 All kinds of soil 327 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:4:8 (1 cement : 4 coarse sand : 8 gradded stone aggregae 40mm nominal size) 328 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 329 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) including centering and shuttering and reinforcement. 330 TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 331 12mm cement plaster on rough side of mix 1:4 (1 cement : 4 coarse sand) 332 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 333 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 334 Providing & fixing 75mm dia vent pipes. 335 Providing & fixing of 75mm dia cast iron terminal guard. 336 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 337 M.D. -10- Circular shape 500mm internal diameter 338 M.D. -2.5- Circular shape 450mm internal diameter 339 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). 340 Making soak pit 3.mtr Dia and 3 mtr Depth 341 Boring 342 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 343 300 mm dia 344 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 345 100 mm nominal size dia 346 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 347 100 mm nominal size dia 348 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 349 (0.785*0.4*0.4*90)-(0.785*0.2*0.2*90)=8.478 CUM 350 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) 351 with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 352 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :100 mm dia 353 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp. 354 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. 355 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 356 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 357 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 358 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 359 Supply of 100mm dia Johnson screen. 360 GST Extra As per Applicable
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
49.
Housing Urban and Rular Development #9443196 Technical Bid
Tender For Conservation And Restoration Of Munsi Premchandra Museum At Village Lamhi District-Varanasi, 1 Conservation & Restotation of Munsi Premchandra Museum at Village Lamhi District-Varanasi. 2 RESTORATION WORK 3 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm 4 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 5 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 6 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 direction of Engineer - in- charge. 7 Careful removal of existing deteriorated/ damaged/ weathered lime plaster without damaging the surface below it. 8 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 9 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :Of area 3 sq. metres and below 10 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 11 Removing white or color wash by scrapping and sand paperingwithout causing damage to the below stone/brick/plastered surface.and preparing the surface smooth including necessary repairs to scratches etc. complete. 12 Removal of all old plumbingInternal & External Pipe including wc, washbasin, taps etc. from toilet & stacking servicealble materials within 50 M lead. 13 Removal of stains, dirt, blackening and other contaminants from Stone by using the solution of Non Ionic soap diluted with water . The soap solution should be mild and the recommeded PH Value is 7. 14 Cleaning of enamel/modern/synthetic paint with help of suitable chemical 15 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 leads including all lifts involved. 16 Proposal Work 17 Providing and laying lime concrete in footings and bases excluding cost of centring and shuttering With graded stone aggregate 40mm nominal size and mortar comprising of 1 lime putty :1 surkhi : 1 coarse sand 18 Providing and fixing Grouting Material with Lime mortar 1:2 (1 Lime : 2 Coarsesand) cost of required centering complete. 19 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 1:4 (1 cement : 4 coarse sand) 20 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. Cement mortar 1:4 (1 cement :4 coarse sand) 21 Traditional brick masonry in nanakshahi or lakhori bricks in lime mortar in proportion similar to the existing traditional lime mortar 1:1:1 (lime :1 surkhi: 1 finesand) 22 Traditional Brick work in plainarches in lime mortar 1:1:1 (1 lime : 1 coarse sand: 1surkhi) 23 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; i/c all complete 24 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeThermo-Mechanically Treated bars of grade Fe-500D or more 25 Preparation the surface and application:-a) Through cleaning of the grease residuces dishuttering agent, dust, loose materials etc from the surface. b) Loose particle should be cleaned from existing cavities in the concrete. c) Existing construction joint should be opened in a “V” shapetowards the inside, along their entire length, at a depth of 5mm and Providing & laying Doncrete –T single pack naturals Hydrophobic, breathable, flexible water proof render For roofslab conforming to DIN-1048 BS:8102,EN-1504-9, DIN-18550, @10 mm thick. 26 Providing and applying two coats of DONCRETE-LBP single component polyurethane lime Modified liquid waterproofing membrane System, confirming to ASTM C-836 and ASTM C 898. It should have Elongation at Break is 200% as per ASTM i/c all complete 27 30‐40mm lime plaster in two coats with 20mm base coat in lime mortar 1:1:1 (1 lime : 1 Surkhi :1 Coarse Sand)and top coat in lime mortar 1:1:1 (1 lime : 1 Surkhi :1 Fine Sand) 28 Lime concrete terracing on roofswith 25mm nominal size brick aggregate and 50% lime mortar 1:2 (1 Slaked lime : 2 surkhi) rammed and finished with gur and belgiri treatment complete including rounding of junctions with parpaet wall complete 29 Providing and fixing chicken wire mesh (6mm x 6mm) of 24 gauge 200 mm wide along the joints of R.C.C. work and brick work with hooks/nails etc. complete so as to receiving the plastering work over chicken mesh as per the direction of Engineer‐in‐charge. 30 Lime plaster 1:1:1 (1 slakedlime:1 surkhi: 1 fine sand) 20mmThick Double Coat 31 Raking out the joints of country/Nankshahi brick, scooping out dead and decayed mortar very slowly and carfully with scooping rods, then washing complete with hand spray pump. Preparing the surface for replastering including disposal of rubbish with 250m lead 32 40 mm thick rubbed stone flooring over 20 mm (average) thick base of lime mortar 1:3 (1 lime :3 coarse sand) with joints 3 mm thick, side buttered with lime mortar 1:2 (1 lime : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar Red sand stone 33 Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. completeat all levels Granite stone slab colour black, Cherry/Ruby red Area of slab over 0.50 sqm 34 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 35 Supplying, drilling/cleaning hole and fixing appropriate length of ETA Approved HILTI HRD C 10 / RAWLPLUG anchorsuitable for fastenings both on concrete & masonary/aerated blocks. Length of anchor should be decided on the basis of embedment depth in base material, total frame thickness & gap between frame and base material. Anchor comprises of 10 mm diameter Polyamide PA 6 grade sleeve and of 7 mm diameter double threaded 6.8 grade countersunk head double threaded screw made of carbon steel galvanized to minimum 5 microns. CF 125 insulation foams should be used to fill the gaps between frame & base material. Fixing methodology to be followed as per manufacturers guidelines 36 Frame anchor HRD-C 10x140 37 Frame anchor HRD-C 10x100 38 Lime punning with lime putty mixed with Gur,Bilgri,Urd and other ingredients followed by grinding to fine paste for smooth finish 39 French spirit polishing : Two or more coats on new works including a coat of wood filler 40 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 41 Extra for providing and mixing water proofing material in Lime plaster work in proportion recommended by the manufacturers. 42 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) With Chlorpyriphos/Lindane E.C. 20% with 1% concentration Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 43 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 meter height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 meter centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system i/c all complete 44 Manually removal of vegetation (major trees, climbing plants, creepers) from walls, columns, arches, floor etc in a skilled and careful manner, using appropriate tools and means and without causing any damage to the adjoining parts, i/c all complete 45 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). Second class teak wood 46 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) Second class teak wood35 mm thick shutters 47 Providing &fixing of 40 mm thick second class teak wood planks frame and 5.5mm thick tinted glass fixed in frame help of beading all necessary T&P all complete in direction of engineer in charge. 48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. 49 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 50 Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm 51 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 52 (a) 250 mm x 10mm 53 (a) 200 mm x 10mm 54 Providing and fixing bright finished brass handles with screws etc. complete:125 mm 55 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. 56 Providing and fixing of cast iron Railing design as per existing character including fixing in wooden member etc all complete in direction of engineer in charge. 57 Repairing ornamental plaster works to match with the existing design using lime plaster (1lime putty:1surkhi) 58 Nano technology based protection technology coating lime wash paint coating lime wash paint Sand Stone Surface/exposed brick work surface / wooden surface with nano technology based paint protection coating to protect porous material against watering staining chlorophyllon aquas based emulsion (Make Narolac/ Ashian/imper guard xp or equivalent) 59 Lime wash / Colour wash with matching original character manufacture to give an even shade : Two or more coats on new work 60 Providing & Fixing of Knauf Fibre Glass Acoustical Suspended Ceiling System with 15 mm thick Optra Microlook 90 Edge Tiles with Knauf Suprafine 15mm face exposed grid. The tiles shall have smooth laminated visual with Humidity Resistance (RH) of 95%, NRC 0.85 – 0.95(Average value of Absorption Co-efficient readings taken at 250 Hz, 500 Hz, 1000 Hz and 2000 Hz) as per ASTM C423 standard, Light Reflectance ≥88% as per ASTM E-1477, Colour Pebble White/Black i/c all complete 61 Providing & Fixing of Forbo Flotexcolor/linear series flocked floor covering rolls having a density of 70 million fibres of nylon 6.6 per Sqm , Fire Test EN-13501, Appearence Retention Hexapod ISO 140-8, Friction Slip Resistance Test EN 14041 Class DS, sanitized anti-microbial treatment with resilient waterproof backing ,anti allergiccetrtified by British allergy foundation, anti static, stain resistant, thickness 4.3 mm i/c all complete 62 Providing & fixing 10.5 mm thickengineerwood flooring american exotic bruce 7 layerconstruction,top layer of wood veener 2mm ,plank size width 120 mm ,length 400-1200 mm,Lock & fold locking ,premium finish,micro bevel edges/ends with an underlayment made of natural colour foam,with accessories like end profile,transition profile,reducer ,etc.complete.The profiles are 100% matching. profile at door openings Make-Armstrong/FloorMaster 63 Supplying Testing & Installation of Lift 100 mm Pit or Step ( ONLY 4 INCHES) 2500 mm Headroom, Single Phase Operation (Just 1.4 Kva Power Consumption),Zero Power While Descend, No Side Wall / Column / Beam or Supporting Structure Required, No Machine Room Required / Head Room Required, Safety Curtain in Door 194 safety parameters undertaken Soft Start and Soft Stop Feature Emergency Light, Telephone, 64 Providing & fixingSand Stone single piece slab ornamental benches of approved design pattern (shape) and specifications includingc c 1 :2 :4 grouting, all materials, labor and T & P etc. required for proper completion of work as directed by engineer - in -charge. 65 Providing and fixing sand stone Dustbins in 75 mm thick red sandstone with jali and carvingproperly shaped as per design of approved size, quality and standard specifications withremovable metal bin inside properly fixed to stone body approved design pattern (shape) and specifications includingc c 1 :2 :4 grouting, all materials, labor and T & P etc. required for proper completion of work as directed by engineer - in -charge. 66 INTERNAL ELECTRIFICATION 67 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 68 Wiring for light/ power plug with 2X4 sq. mm FRLS PVCinsulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 69 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 70 2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire 71 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire 72 4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire 73 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 74 4 X 16 sq. mm + 2 X 6 sq. mm earth wire 75 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 76 20 mm. 77 25 mm. 78 32 mm. 79 S/F light plug point modular type accessories :- 80 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required 81 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 82 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 83 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 84 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required 85 Supplying and fixing following size / modules, GI box along with modular base & cover plate for modular switches inrecessetc as required 86 Supplying and fixing following modular switch / socket on the existing modular plate & switch box including connections but excluding modular plate etc as required 87 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 88 4 way (4 + 12), Double door, horizontal type 89 6 way (4 + 18), Double door, horizontal type 90 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required single pole 91 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 92 40 amps. 93 63 amps. 94 Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. 95 Supplying and fixing 20 A, 415 V, TPN Industrial type socketoutlet, with 4 pole and earth, metal enclosed plug topalongwith 20 A C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 96 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 97 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 98 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 99 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 100 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep 101 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos.blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 1200 mm sweep 102 Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA 103 Supply and fixing of 12 Watt to 15 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect. CAT- AAA 104 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 105 Supply and fixing of recess mounting round 15 to 18 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA 106 Providing & Fixing of modular plate type white RJ 45 CAT 6 Data outlet / information outlets ETL verified to meet or exceed TIA / EIA category 6 requirements, universal wiring label permitting to either T568A or T568B, UL listed,for computer networkingcomplete in all respect with cover plate, grid plate, screws, MS box, etc with connections as required.1 nos. RJ 45 Data Outlet 107 Supply, Installation, Testing & Commissioning of Led fixture 600mmX600mm 33 W+/- 1W Recess Mounted Decorative Fixture having Light engine and diffuser only on the edeges and hollow in between with Drop Down HET PMMA diffuser fixture with extruded aluminium housing with P.F.>0.95 with THD<10% ,CRI 80,CCT 5700 K.The LED with Useful life of 50000 Hrs at L70.LM29-451-XXX-57-XX. or Equivalent in Philips : Day Space or Trilux : Oplana LED. 108 Supply, Installation, Testing & Commissioning of IP20 led fixture 12 W +/- 1 W LED Recess Mounted Downlighter Round Shapeminimum system lumen efficacy of 100 lm/W with Pressure Die cast Aluminium Housing and P.F.>0.95 ,THD<10% ,CCT 5700K, CRI 80.The LED with Useful life of 50000 Hrs at L70 .Fixture have Surge Protection 2kV . 109 Supply, Installation, Testing & Commissioning of Led fixture 600mmX600mm 36 W+/- 1W Recess Mounted with PMMA diffuser with having minimum system lumen efficacy of 100lm/W having CRCA housing with P.F.>0.95,THD<10%,CCT 5700 K ,CRI 80.Wipro Cat.No:CRCO10R038HP57GL1 or Equivalent in Philips : RC380B LED36S- 6500 G5 L60W60 PSU OD or Trilux 110 Supply, Installation, Testing & Commissioning of COB LED Track Light 20 Watt having system efficacy of 100 lumen per watt with die cast aluminium housing having CCT of 4000K, .Wipro Cat. No: LD57-251-024-40-XX or Philips or Trilux 111 Supply, Installation, Testing & Commissioning of Single one Meter Track+ Connector . Including all Accessories 112 Supply, Installation, Testing & Commissioning of Cone Shape Led fixture 20 W+/- 1W with Suspended Mounted diffuser with Black Housing and diffused light.Wipro Cat. No:LM45-221-XXX-40-BLor Philips or Trilux 113 Supply, Installation, Testing & Commissioning of Led fixture 600mmX600mm 33 W+/- 1W Recess Mounted Decorative fixture having Light engine and diffuser only on the edges and hollow in between with Drop Down HET PMMA diffuser with Colour Tunning & DALI Dimmable with only extruded aluminium housing. P.F.>0.95 with THD<10% ,CRI 80.The LED with Useful life of 50000 Hrs at L70. The LEDs used in the luminaire shall have variable CCT from 2700-6500 K with CRI of minimum 80. Make : Wipro / Philips / Trilux. 114 Supply, Installation, Testing & Commissioning of IP20 12 Watt Surface Mounted LED Down Lighter having system efficacy of 100 lumen per watt with pressure die cast heat sink having CCT 5700 K only .Wipro Cat. No: LD06-151XXX-57SMG1 orPhilips or Trilux 115 Supply, Installation, Testing & Commissioning of IP66 60 Watt LED Flood Light having system efficacy of 100 lumen per watt with pressure die cast aluminum housing having CCT 5700 K only .WiproCat. No: LF19-711-060-57-XX or Philips or Trilux 116 Supply, Installation, Testing & Commissioning of IP 67 Garden Light having wattage 8 Watt, having pressure die cast housing with minimum beam angle of 36 degree and CCT 2700 K. Fixture is suitablefor only outdoor applicationWipro Cat. No: LD57-251-024-40-XX or Philips or Trilux 117 Supply ofAC230/250 volts, 50 HZ fresh airfansincluding providingnuts, bolts, mounting frame and other accessories etc.complete 300mm sweep 118 Supply of AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting frame and other accessories etc.complete300mm sweep 900rpm 119 Supply,installation, testing and commissioningof Main DistributionBoard suitable for upto 125 amp FP MCCB incomer and single / three phase outgoing MCBs, IP 43 protection, double metal door, factory fabricated, wall mounting type in surface / recess, powder coated, 415 V / 200 amp copper Bus Bar, earth and neutral bar, i/c all complete 8 way TPN 120 Providing and fixing of following rating Four poleMCCBs at the incomer of Main/sub distribution boards withconnections etc. complete as required 100 Amp FP MCCB 116 (KA). 121 Supplying, fixing, connecting, testing and commissioning of followingrating, ISI marked (IS 8828) 240 / 415 volts, 10 KA, Miniature Circuit Breaker (MCB)of single / double / three / four poles in the existing MCB DB or in existing MS enclosure complete in all respects. 122 25 Amp. TP MCB 123 40 Amp.TP MCB 124 63 Amp. TP MCB 125 Design,manufacture, supply,testing and commissioningofMain Panelfabricated out of 14 SWG CRCA sheet steel, IP 42, wall / floor mounting type. The sheet steel shall undergo minimum 9 tank treatment followed by finishing powder coating of min 60 micron thickness. the board includes415 V electrolitic Aluminium Bus Bar, removable gland plates, cable glands,including connection with outgoing feeders completeinall respect. 126 42 nos 32 AMP FP MCB (10 KA) 127 6 nos 32 AMP FP MCB (10 KA) 128 Wiring for light point/fanpoint/exhaust fan point/call bell pointwith 1.5sqmmFR PVC insulated copperconductor single core cablein surface wooden Batten, with Traditional switch, Traditional plate, suitable wooden box and earthing the point with 1.5 sqmm FR PVC insulated copper conductor single core cable etc. as required.(Goup C) (Make:- SSK Heritage Series or Equivalent) 129 Supply and fixing of suitable size Wooden Box with Traditional plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps. Traditional socket outlet and 5/6 amps. switch, connection, painting etc. as required.(Make:- SSK Heritage Series or Equivalent) 130 Supply and fixing of suitable size GI box with Traditional plate and cover in front on surface or in recess, including providing and fixing 6 pin 15/16 & 5/6 amps.Traditionalsocket outlet and 15/16 amps. Traditionalswitch, connection, painting etc. as required.(Make:- SSK Heritage Series or Equivalent) 131 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing & fixing 3pin 20 amps modular socket outlet and 20 amps mini SP MCB 3 KA (for ac & gyser), connection, painting etc. as required. 132 Supplying & drawing 2 pair, 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmoured telephone cable in the existing wooden Batten as required. 133 Supply and fixing offollowingsizes of wooden Batten along with accessories in surface/recess including cuttingthe wall and making good the same in case of recessed conduit as required : 134 20 to 40mm 135 Supplying and fixing following Traditional switch/ socket with Traditional plate & switch box including connections etc. as required.(Make:- SSK Heritage Series or Equivalent) 136 Telephone socket outlet 137 Computer Jack for RJ-45 Socket 138 Supply and fixing of Traditional Type stepped type electronic fan regulator on the existing Traditional Typeswitch box including connections but excluding Traditional Typeplate etc. as required.(Make:- SSK Heritage Series or Equivalent) 139 Supply and fixing Traditional Type blanking plate on the existing Traditionalplate & switch box excluding Traditional plate as required.(Make:- SSK Heritage Series or Equivalent) 140 Supply, installation, testing & commissioning of following pairs of IDF having LSA-Plus disconnection module, back mounting frame & wire manager on good quality power coated MS box with lock & keys. 10 pair 141 FIRE FIGHTING 142 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 143 25 mm dia. 144 32 mm dia. 145 40 mm dia. 146 50 mm dia. 147 65 mm dia. 148 80 mm dia. 149 100 mm dia. 150 Providing, laying, testing & commissioning of B class heavy duty G.I. pipe conforming to IS 1239 including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required25mm dia 151 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required : 152 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required. 153 40 mm dia 154 100 mm dia 155 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required 100MM DIA 156 Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless flange. 100mm dia 157 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : 158 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required.20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 1258520 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall.Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. 159 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required : 160 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required : 161 Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade with required accessories pendent sprinkler : 162 Providing & fixing flow switch in following sizes M.S. pipe including connection etc as required. 100mm dia 163 Supplying, installation, testing & commissioning of sprinkler flexible pipe (UL Listed) of stainless steel complete with 15 NPT on reducer thread with maximum working pressure of 175 PSI test pressure of 875 PSI (Burst) with branch line (Inlet) 25mm NPT male thread to sprinkler head (Outlet) 15mm NPT female thread with reducer, nipple, 2 side brackets, center bracket, stockbar of following sizes complete as required. 1000mm 164 Deduct in item no. 501 (I) 501 (t) and 506 (a) to (f) when cables is passed through G.I./M.S. or Hume pipe in road crossing or along the wall. The cost of the G.I. pipe, hume pipe is to be extra when and where required. 165 16 Sqm. mm 4 core (Rate after deduction) 166 Supply & erection of ISI marked portable fire extinguishers, confirming to IS:15683, wall mounted type, wall brackets complete in all respect as per standard item with all accessories, delivery hose & nozzle whereever required, including fixing on walls as per the directions ofEngineer-in-charge. 167 ABC dry powder Type 6 kg. capacity 168 CO2 gas type. 4.5 kg. capacity 169 Providing & fixing standard carbon steel fireman axe with rubber insulated handle tested to 20000 Volts. 170 Providing and fixing standard fire hose cabinet door with frame (900 mm x 2000 mm ) or (suitable to fit in the duct made of not less than 16 SWG MS sheethavingglass hinged door (5 mm thick glass) including necessary locking arrangement with handle as required as per drawings, including brackets for mounting accessories, painting (one coat primer and two coats of fire red colour). The door shall be fixed in the masonry wall or as required. The words FIRE HOSE to be painted on the box. 171 Providing and fixing weather proof standard fire hose cabinet (750 mm x 600 mm x 250 mm)outdoor typemade of not less than 16 SWG MS sheethaving glassed hinged door (5 mm thick glass) including necessary locking arrangement with handle for housing two nos.15 meter long fire hose pipes, branch pipeas required as per drawings, including brackets for mounting accessories, painting (one coat primer and two coat of fire red colour). The cabinet shall be mounted onself standing mounted type MS Angle iron frame as required. The words FIRE HOSE to be painted on the box. 172 Supply / installation / Testing and Commissioningof Air Release valve (ARV) with forged brass body full way ball valve type isolating valve, flanges / union, suitable for sprinkler / wet riser / down comer system with all necessary connections complete in all respects 173 Supply, fixing, testing & commissioning of 25 mm dia inspecting and testing assembly with gun metal valve, sight glass, by pass valve and connection to the drain line as required to complete the system. 174 Supply, Fixing, Testing & Commissioning of electrical motor driven fire pump, suitable for automatic operation consisting of following : (TERRACE PUMP). 175 (a) Horizontally mounted, end suction type, Centrifugal fire pumpwith operating speed of 2900 rpm, as per IS:1520 complete for delivery of under mentioned discharge against desired mentioned head so as to ensure a minimum pressure of 35 meter at the highest and farthest outlet at the specified flow complete with necessary strainers, 100 mm dia dial pressure gauge of calibration 0-15 kg/sq cm i/c all complete 176 Discharge :1350 liter per minute 177 Head :35 meter 178 Electrical Control panel with starter, 3 Pole motor protection category current limiting type MCCB, indicating light, ammeter, voltmeter, selector switches, CTs, protective fuses, single phasing protection, dry suction cut off etc as required as per standard details. 179 Supply, fixing of CP cap for sprinkler heads to be mounted at false ceiling / vertical. 180 Providing and fixing in positionG.I.pipe sleeves (medium class) of upto 300 mm longduly tack weldedwith the reinforcement of RCC beams /wall and other structural members during the time of casting the same includingpainting with two coats of anti corrosive paint over primer. (for the crossing of sprinkler pipes) 181 80NB 182 100NB 183 150 NB 184 FIRE ALARM 185 Supplying, installation, testing & commissioning of heat detector operating at 54ºC/57ºC with rate of rise cum fixed temperature (dual thermistor) type with mounting base complete with all connection etc. as required. 186 Supplying, installation, testing & commissioning of smoke detector with builtin LED and mounting base complete with all connections etc. as required. 187 Supplying, installation, testing & commissioning of manual call box of ABS type in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. as required. 188 Supplying, installation, testing & commissioning response indicator on surface/recess MS box having two LEDs metallic cover complete with all connections etc. as required 189 Supplying, installation, testing & commissioning fire alarm sounder with facility to make announcement, mounted in A.B.S. box with hinged cover plate & suitable for operation with amplifier i/c line matching transformer etc. complete as required. 190 Supplying, installation, testing & commissioning talk back slave station in surface/recess suitable for operation on simplex mode complete with P.T.T. knob & peaker/microphone enclosed in a M.S.(16 SWG)/ ABS box with break glass in front etc. complete as required 191 Supplying, installation, testing & commissioning of maincontrol and indicating panel made out of 16 SWG MS sheetto accommodate the following items duly powder coated in approved colour with louvers for ventilation, locking arrangement, audio and visual indication for fire alarm and public address system, monitoring system including connections, interconnections etc complete as required. I/C all complete 192 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 25 mm 193 Supplying, receiving, storing, handling, fixing, wiring for fire alarm system wiring using ISI marked (IS 694) 1100 Volts grade, PVC insulated, flexible, flame retardant low smoke (FRLS) copper conductor wire, drawn in existing solid / flexible conduits / casing caping including connections to the detectors, manual call points, hooters, response indicators, accessories, fire alarm control panel etc. includingtermination with bottle type copper lugs, connectors etc as required to complete the system.2*1.5 sqmm 194 Supply and laying of ISI marked Copper conductor PVCinsulated FRLScontrol cable as per IS 1554or XPLE insulated as perIS 7098PVC sheathed1100 volts grade. On surface the cable run shall be fixed by GI clamps etc. i/c all complete. 6*1.5sqmm armoured 195 Providing and fixing of self illuminated / auto glow EXIT signs printed on photoluminescentsheet containing self illuminated base chemical, of appropriate size not less than 300 x 150 mm, suspended from ceiling or fixed to the walls with accessories as required and as directed at site. 196 PLUMBING 197 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 198 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required. 199 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 200 32 mm dia 201 40 mm dia 202 Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 203 Providing and fixing white vitreous china flat back half stall urinal of size 580*380*350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in D.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required: 204 Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. granite stone of approved shade 205 Providing and fixing unplasticised PVC connection pipe with brass unions 15mm nominal bore 206 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15mm nominal bore 207 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards andweighing not less than 690 gms. 15mm nominal bore 208 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931 15mm nominal bore 209 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia 210 Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 211 110mm 212 90mm 213 Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size)around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 110mm dia 214 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 10mm gap for thermal expansion. 110mm 215 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. 216 Bend 87.5 degree 110mm bend 217 Shoe (Plain) 110 mm shoe 218 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 219 Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110mm 220 Providing and fixing 15cm wide 45cm over all semi circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes complete. 221 Making khurras 45x45 cm 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 PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. 222 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. 223 20mm dia nominal outer dia pipes 224 25mm dia nominal outer dia pipes 225 32mm dia nominal outer dia pipes 226 Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). 227 20mm dianominal bore 228 25mm dia nominal bore 229 32mm dia nominal bore 230 40mm dia nominal bore 231 50mm dia nominal bore 232 Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work. 233 20mm dia nominal bore 234 25mm dia nominal bore 235 32mm dia nominal bore 236 40mm dia nominal bore 237 50mm dia nominal bore 238 Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work). 239 25mm dia nominal bore 240 32mm dia nominal bore 241 40mm dia nominal bore 242 50mm dia nominal bore 243 Providing and fixing gun metal gate valve with wheel of approved quality. 244 25mm dia nominal bore 245 32mm dia nominal bore 246 40mm dia nominal bore 247 50mm dia nominal bore 248 Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license]. 249 Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m. 250 Providing, laying and jointing glazed stoneware pipes grade A with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.100mm dia 251 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) all roundS.W. pipes including bed concrete as per standard design 100mm dia sw pipe 252 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 150mm rcc pipes 253 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 150mm rcc pipes 254 Providing and fixing square-mouth S.W. gully trap grade‘A’ complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 255 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm 256 (i) For Sewer Line 257 Size 90X80 cm with FPS bricks (class I ). 258 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design with 20*20mm square bar 259 Providing and fixing on wall face unplasticised Rigid PVC soil and waste water pipes conforming to IS : 13592 Type B including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes. 260 a) 110mm dia P.V.C. pipe 261 b) 90mm dia P.V.C. pipe 262 Providing & fixing UPVC Floor trap of self cleansing designwith CP Jalicomplete in all respects. (Make : Supreme / Finolex / Prince) 263 P-Trap type Floor Trap 110 x 110mm 264 a) 110mm 265 b) 90mm 266 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 267 110mm bend 268 90 mm bend 269 110mm 270 90mm 271 90x90x90 mm single tee with door 272 110x110x110 mm 273 Providing & fixing Towel Rail 300mm Long For Wash Basin Area Appoved Make as per direction of engineer / Architect in charge. 274 Providing & fixing Soap Dispenser with Metallic bottleAppoved Make as per direction of engineer / Architect in charge. 275 Providing & fixing Bottle Trap (With Internal Partition) 32mm Size With 250mm & 190mm Long Wall Connection Pipes & Wall FlangeAppoved Make as per direction of engineer / Architect in charge. 276 Providing and fixing Hand Shower (Health Faucet) with 8mm Dia, 1 Meter Long Flexible Tube & Wall Hook (for E.W.C.)Appoved Make as per direction of engineer / Architect in charge. 277 Providing and fixing C.P. brass Two-way angle valve for EWC points & for fixing Ablution Health Fauct of approved quality conforming to15 mm nominal bore Appoved Make as per direction of engineer / Architect in charge. 278 Providing and fixing clean out plug110mm dia 279 LANDSCAPING 280 Providing and stacking of Nauclea cadamba (Kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. 281 Providing and stacking of Nyctanthes arbor-tristis (Hasingar) of ht. 90-105 cm in Earthen pots of size 20 cm as per direction of the officer-in-charge. 282 Providing and stacking of Terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. 283 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 284 Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 285 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 286 Providing and stacking of Ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.. 287 Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushtyshape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.. 288 Providing and stacking of Tradescantia zebrina having in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 289 Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size ofPoly bags & as per direction of the officer-in-charge. 290 Providing and stacking of Asparagus sprengeri of height 30 cm to 45 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.. 291 Providing and stacking of Ophiopogon jaburan ( variegated ), full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. 292 Providing and displaying of Croton Petra Bangalore variety having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh and healthy colorful leaves in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. 293 Trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications. 294 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 295 Supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment) 296 Mixing earth and manure in specified proportion or as directed. 297 Rough dressing the trenched ground including breaking the clods. 298 Fine dressing the ground 299 Spreading ofmixed good earth and manure in specified proportions as above and in required thickness. 300 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 301 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge 302 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 303 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. 304 PATHWAY PAVING 305 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), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. 306 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 mm nominal size) 307 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixedwith pigment to match the shade of stone and pointing with same mortar. Red sand stone 308 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent 309 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 310 Brickwork with class 150 bricks in Foundation upto plinth levelin Cement & coarse sand mortar 1 : 4 including supply of all materials, labour, T & P and curing etc. required for proper completion of the work 311 EXTRNAL ELECTRIFICATION LIGHTING 312 Supply & Fixingof’ 5mtr long Antique designed pole with cast aluminium/iron base with galvanizedsteel pipe and decorative top painted with primer then painted with dull finished polyurethane paint fitted with MCB and connectorwith decorative bracket single arm for mounting of 1nos drop down lantern with body made out ofspun aluminium and fitted with poly carbonate diffuser in 110W with built in surge protector and lumn output>110lmn/watt. Design as per Architect in charge. 313 Supplying Testing & Installation of Led Flood Light Luminaire 50WPhilips Make Model - BVP 140 Led 50 CW PSU WH/ Wipro/ Luster etc all complete of direction of engineer in charge. 314 Supplying Testing & Installation ofLed Flood Light Luminaire 100WV Philips Make Model- BVP 142 Led 100 CW PSU WH / Wipro/ Lusteretc all complete of direction of engineer in charge. 315 Supplying Testing & Installation of Garden Spike Light 12W WWMake Philips/ Wipro/ Lusteretc all complete of direction of engineer in charge. 316 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required 317 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. 318 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brassn nut bolt & spring washer spaced at 50mm) 319 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 320 6.00 Sqmm 4 Core 321 25.00 Sqmm 3.5 Core 322 70.00 Sqmm 3.5 Core 323 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc.conforming to IS 14930, Part II complete with fitting and cutting,jointing etc. in the existing trench, complete as required. 324 63 mm dia (OD-63 mm & ID-51 mm nominal) 325 90 mm dia (OD-90 mm & ID-76 mm nominal) 326 Suplying installation testing and commissioning of VRV/VRF System i/c indoor outdoor units piping, cabling/bustrunking/ rising main ( within the blinding), wiring, electrical panel and also treated fresh air system. ( 8 USER) 327 INTERIOR WORK 328 HD Projector for Seminar Hall 3000 Lumens (Make Sony/ Samsung) 329 Kiosk for Ticket counter and souvinenier shop 330 Audio System For Seminar Hall (Make JBL/ Bose) 331 Providing & fixing of Gypboards Partition for Green room including fixing with nut bolts washer etc all complete in direction of engineer incharge. 332 P/F Rollar Curtain Blinds 333 Providing & fixing of Glass Railing with stainless steel 900 mm high etc all complete in direction of engineer in charge. (Make Ozone) 334 P/F SIZE=3.5X1.5X1.50MT. (5.00Nos.) Diorama display boxTeak Wooden frameand teak beading finished edges. Including Providing & fixing of6mm Glass on 1 side for display including patch fittings etc all complete in direction of Architect in charge.. Refer Drg. 335 Showcases Providing and fixing Cabinets with 1mm laminate (Century/Formica /Greenmake as/ shade approved by the Architect) over 18 mm Ply water proof (Century/ Green/Duro make), Plywood conforming to international formaldehyde emission standards)and post formed edges finished and duly Melamine/ PU polished on outer surface and inner surface finished with 0.8 mm mica (Century/Formica /Greenmake as/ shade approved by the Architect. The unit shall have cam locks, handles, guides, sliding units, hinges, magnetic catcher’s etc Ozone/ Dorma make of as/design approved by architect Including Providing and fixingof 12 mm thick toughened glass panel of specified size using hardware, patch fittings- namely steel studs as per drawing.etc all complete in direction of architect in charge. Ref. Drg. 336 Design & supply & fixing of Display material has to be printed on LG/Garware/3M Film and pasted on the glass.etc all complete in direction of architect in charge. Ref. Drg. 337 Providng & fixing of Photograpic display panels (Size 600mmx 750mm) 338 Signage 339 Object Interpretation Signage 340 Directional Signege 341 Main Museum signage 342 Utility Signages 343 Display Panel Signage 344 Brochers Design & Printing 345 Curation of museum material (Copy writing of all text to be displayed ) 346 Supplying installation testing and commissioning of IP based CCTV system for building security comprising of PTZ, Fixed camera, cabling, recording, display system and hardware and software support. (Suppliment DSR 2014 Page 6 Item no. 11) 347 Providing & fixing of Public addressal system 348 Cost of Virtual Augementation & Animetronix 3D Robotic Gallary 349 Providing & fixing of room interiors in old personal house depectiong in style of the period of Munshi PremChandra . 350 Bed Room 351 Living Room 352 Kitchen 353 Study Room 354 Other Rooms 355 Cost of Restoration of Object 356 Cost of Creation of Object 357 Cost of Establishment of Lab 358 Cost of External Diorama 359 Research Schollar 360 Copy Writer 361 Conservator 362 Providng & fixing of Touch screen Information kiosk including data cabling wire etc all complete in direction of engineer in charge for reality experience 363 Scalled model of old house (place of birth of munsi Prem Chandra at 1:50 Scale with humen accessbility).
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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Housing Urban and Rular Development #9440663 Technical Bid
Tender For Development And Renovation Work Of Ancient Shivala Shiv Temple At Rampurava, Milkipur District-Ayodhya (U.P.), 1 CIVIL WORK (TOILET BLOCK)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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil 2 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 3 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 4 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 5 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameterholes and plugging with cement mortar 1:2 (1 cement:2 coarse sand) to match the existing floor. 6 With Chlorpyriphos/ Linadane E.C. 20% with 1% concentration. 7 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). Lintel 8 Ground Floor 9 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). Slab 10 Ground Floor 11 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). Beam 12 Above Plinth 13 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 14 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) 15 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 16 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) 17 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). Column 18 Ground Floor 19 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) 20 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). 21 Paintingon D.P.C. withtwocoatsof airblown bitumen 85/50 or 85/25 @ 1.7 kg/sqm approx. including cost of fuel if any. 22 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) 23 Ground Floor 24 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.Cement mortar 1:4 (1 cement :4 coarse sand) 25 Ground Floor 26 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. 27 Ground Floor 28 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand). 29 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) 30 Ground Floor 31 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 32 Ground Floor 33 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 34 Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade. (FLOORING) 35 Ground Floor 36 Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade. (skirting) 37 Ground Floor 38 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Granite work 39 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.(FLOORING) 40 Ground Floor 41 Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 42 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: 43 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Single leaf. 44 including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.Note: For uPVC frame and sash extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. Three track three panels sliding window with two glazed & one wire mesh panels with alluminium channel for roller track, wool pile, nylon rollers with s.s. 304 body. Using R2 series with foame (70mm & above)x(40 mm & above) & both glazed and fly screen sash (25 mm & above)x(50mm & above with zinc alloy (zamak) powder coated touch lock with hook (Height up to 1.20 meter) 45 Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturers specification and direction of Engineer-in-charge. 46 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface) 47 Ground Floor 48 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)(Outer surface) 49 Ground Floor 50 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For ceiling surface) 51 Ground Floor 52 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. 53 Ground Floor 54 Providing and fixing 150 mm bright finished floor stainless steel door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 55 Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 56 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete 57 (a) 300 mm x 10mm 58 (b) 250 mm x 10mm 59 Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm 60 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick 61 jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 62 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 63 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Ordinary cement without any pigment 64 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 65 Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. 66 Centering and shuttering including strutting, propping etc. and removal of form for : 67 Foundations, footings, bases of columns, etc. for mass concrete 68 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick 69 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 70 Columns, Pillars, Piers, Abutments, Posts and Struts 71 ELECTRICal WORK (TOILET BLOCK)Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular type switch, modular plate, suitable size G.I. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. 72 Group C 73 Wiring for circuit/sub-main wiring along with earth wire with the following size of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVCconduit as required. 74 2X1.5 sqmm + 1x1.5 sqmm earth wire 75 2X4.0 sqmm + 1x 4.0 sqmm earth wire 76 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 77 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch,connection etc. as required. 78 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch,connection etc. as required. 79 Supplying and fixing 3 pin 5 A ceiling rose on the existing junction box/woodedn block including connectionetc. as required. 80 Instalation,testing & commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLSCFL/LED lamps per fitting, complete with all accessories including connection etc. as required. 81 Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. 82 Installation of exhaust fan in the existing opening, including making good the damage, connections, testing, commissioning etc. as required. 83 upto 450 mm sweep. 84 Extra for fixing the louvers / shutters complete with frame fro exhaust fans of all sizes. 85 Supplying and fixing followingway, single pole and neutral sheet steel, MCB distribution board, 240 V on surface /recess completewith , tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). 86 8 way, Double door 87 Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C series,miniature circuit breaker (MCB) suitable for inductive load offollowingpolesin the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. 88 Single Pole 89 Double Pole 90 Supplying and fixing single pole, blanking plate in the existing MCB DB complete etc. as required. 91 Earthing with GI earth pipe, 600 mm X 600 mm X 6 mm thick including accessories and providing masonary enclosure withcover platehavinglockingarrangement and watering pipe of 2.7 metre long etc, with charcoal/cock and salt as required. 92 Supplying and Laying of 25 mm X 3 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection / terminating with nut, bolt, spring, washer etc. as required.( jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 93 Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 94 Upto 35 sq. mm 95 Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 96 2 X 10 sqmm. (19mm) 97 Supply of following size of 1.1 KV grade multicore aluminium conductor PVC sheathed armoured cable as per IS 1554. 98 10 sqmm 2 core Make Polycab or Eq 99 Supply of1X17 W mirror light complete in all respects. Make-Philips or Eq 100 Supply of recess/Surface/Pendent mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set complete in all respects.Make-Philips or Eq 101 Supplyof AC 230/250 Volts, 50 Hz 55w 1400 rpm exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required.Make: Havells-STANDARD -Refresh Air-SPS 102 300mm sweep. 103 PLUMBING WORK (TOILET BLOCK)Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required 104 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 105 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required 106 W.C. pan with ISI marked white plastic seat and lid 107 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: 108 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. 109 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 110 Semi rigid pipe 32mm dia 111 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 112 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brassincluding painting of fittings and brackets, cutting and making good the walls and floors wherever required 113 b) Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern 114 Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. 115 Granite Stone of approved shade 116 Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge. 117 15mm nominal bore 118 Providing and fixing Toilet paper holder 119 a) C.P. brass 120 Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. 121 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. 122 110mm diameter 123 Making khurras 45x45 cm 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 PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. 124 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 125 110mm 126 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 127 Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)around P.V.C /C.I. Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground) 128 110/75 mm diameter 129 Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. 130 Exposed on wall 32mm dia nominal bore 131 Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. 132 32mm dia nominal bore. 133 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 1.00m 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. 134 internal work -Exposed on wall 25mm dia nominal outer dia pipes 135 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 136 15mm dia nominal outer dia pipes 137 20mm dia nominal outer dia pipes 138 25mm dia nominal outer dia pipes 139 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 140 15mm nominal bore 141 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 142 15mm nominal bore 143 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 144 15mm nominal bore 145 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 146 15mm nominal bore 147 Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 148 Providing and fixing gun metal gate valve with wheel of approved quality. 149 25mm dia nominal bore 150 32mm dia nominal bore 151 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 152 25 mm nominal bore 153 Providing and placing on terrace (at all floor levels) polyethylene water storage tank. IS: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. 154 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. 155 Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 156 Providing, laying and joining glazed stone ware 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. 157 150mm diameter 158 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 159 150mm diameterS.W. Pipe 160 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 161 For Sewer Line 162 Extra for depth of man hole size 90x80 cm 163 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design 164 With 20x20 mm square bar 165 Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before with supply and cost of other fIttlings such as elbow,bend,tee and y-tee,Cowel including supply of all marerial labour and T&P. Required for proper completion of work. 166 75 mm O.D. 167 110 mm O.D. 168 Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. 169 EXTERNAL PLUMBING WORKS (TOILET BLOCK)Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. 170 Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 171 Providing, laying and joining glazed stone ware 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. 172 150mm diameter 173 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 174 150mm diameterS.W. Pipe 175 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 176 (i) For Sewer Line 177 Extra for depth of man hole size 90x80 cm 178 Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacturess permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. 179 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 180 For pipes 100 to 250mm diameter 181 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. 182 Pipes, cables etc. not exceeding 80mm dia. 183 Provding and fixing gun metal non return valve of approved quality (screwed end) 184 50 mm nominal bore Vertical 185 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. 186 32mm nominal bore. 187 50mm nominal bore. 188 Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work. 189 32 mm diameter pipe 190 50 mm diameter pipe 191 Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 192 32 mm nominal bore 193 50 mm nominal bore 194 Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 195 With F.P.S. bricks 196 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 197 25 to 40 mm dia nominal bore 198 50 to 80 mm dia nominal bore 199 EXTERNAL SEPTIK TANKEarth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. 200 In all kind of soil upto 1.5m depth 201 In all kind of soil upto 1.5m to 3.0m. depth 202 In all kind of soil upto 3.0m to 4.50m. depth 203 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 20 mm nominal size) 204 Reinforced cement concrete work in slab with 1:1.5:3 (1 cement : 1.5 course sand : 3 graded stoneaggregate 20mm normal size). 205 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 206 Reinforcement for R.C.C. work including, straightening, cutting bending binding and placing in position complete. 207 qty same as ITEM NO.-3 208 Centring and shuttering including struting , proping etc and removal of form for slab. 209 15mm cement plaster on rough side of mix 1:4 (1 cement : 4 course sand) 210 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4( 1 cement: 2 coarse sand: 4 gradeed stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2( 1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 211 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 212 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 213 Providing & fixing 75mm dia vent pipes. 214 Providing & fixing of 75mm dia cast iron terminal guard. 215 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 216 M.D. -10- Circular shape 500mm internal diameter 217 L.D. -2.5- Circular shape 450mm internal diameter 218 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. 219 With F.P.S. bricks 220 CIVIL WORK (YATRI HALL)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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil 221 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 222 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 223 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 224 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 225 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameterholes and plugging with cement mortar 1:2 (1 cement:2 coarse sand) to match the existing floor. 226 With Chlorpyriphos/ Linadane E.C. 20% with 1% concentration. 227 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). Lintel 228 Ground Floor 229 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). Slab 230 Ground Floor 231 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). Beam 232 Above Plinth 233 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 234 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) 235 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 236 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) 237 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). Column 238 Ground Floor 239 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) 240 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). 241 Paintingon D.P.C. withtwocoatsof airblown bitumen 85/50 or 85/25 @ 1.7 kg/sqm approx. including cost of fuel if any. 242 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) 243 Ground Floor 244 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.Cement mortar 1:4 (1 cement :4 coarse sand) 245 Ground Floor 246 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. 247 Ground Floor 248 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand). 249 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) 250 Ground Floor 251 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) 252 Ground Floor 253 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster 254 Ground Floor 255 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 256 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm 257 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm 258 Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade. (FLOORING) 259 Ground Floor 260 Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade. (skirting) 261 Ground Floor 262 Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 263 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: 264 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Single leaf. 265 Both side laminated 266 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin-charge.Extruded section profile size 48x40 mm 267 including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Three track three panels sliding window with two glazed & one wire mesh panels with alluminium channel for roller track, wool pile, nylon rollers with s.s. 304 body. 268 Using R2 series with foame (70mm & above)x(40 mm & above) & both glazed and fly screen sash (25 mm & above)x(50mm & above with zinc alloy (zamak) powder coated touch lock with hook (Height up to 1.20 meter) 269 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. (For Internal wall surface) 270 Ground Floor 271 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)(Outer surface) 272 Ground Floor 273 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For ceiling surface) 274 Ground Floor 275 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. 276 Ground Floor 277 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brickbats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5(1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm heightincluding rounding of junctions of walls and slabs c) After two days ofproper curing applying a second coat of cement slurry using 2.75 kg/ sqmof cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarsesand) admixed with water proofing compound conforming to IS : 2645and approved by Engineer-in-charge including laying glass fibre cloth ofapproved quality in top layer of plaster and finally finishing the surface withtrowel with neat cement slurry and making pattern of 300x300 mm square3 mm deep. e) The whole terrace so finished shall be flooded with water fora minimum period of two weeks for curing and for final test. All above 278 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 279 Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 280 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete 281 (a) 300 mm x 10mm 282 (b) 200 x 10mm 283 Providing and fixing stainless steel handles with screws etc. complete (a) 150 mm 284 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 285 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 gradedstone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits 286 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross T of size 24x25 mm made of 0.30 mm thick (minimum) sheet,1200 mm long spaced between main T at 600 mm center to center to form a grid of 1200x600 mm and secondary cross T of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. 287 GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. 288 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces 289 Centering and shuttering including strutting, propping etc. and removal of form for : 290 Foundations, footings, bases of columns, etc. for mass concrete 291 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick 292 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 293 Columns, Pillars, Piers, Abutments, Posts and Struts 294 ELECTRICAL WORKS (YATRI HALL)Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular type switch, modular plate, suitable size G.I. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. 295 Group C 296 Wiring for circuit/sub-main wiring along with earth wire with the following size of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVCconduit as required. 297 2X1.5 sqmm + 1x1.5 sqmm earth wire 298 2X2.5 sqmm + 1x 2.5 sqmm earth wire 299 2X4.0 sqmm + 1x 4.0 sqmm earth wire 300 Supply and fixing of stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 301 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 302 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch,connection etc. as required. 303 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch,connection etc. as required. 304 Instalation,testing & commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLSCFL/LED lamps per fitting, complete with all accessories including connection etc. as required. 305 Installation, testing and commissioning of prewired, flourescent fitting / compact fluorescent fitting of all types, complete with all accessories and tubes etc. directly on ceiling / wall, including connection with 1.5 sq. mm. PVC insulated, copper conductor, single core cable etc. as required. 306 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc.Including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 307 Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. 308 Providing and fixing circular/Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/M.S. sheet box by means of 3.3 mm dia round headed screwed, one loc at the conrners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 309 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Disect Current(BLDC) motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value(CM/M/W) minimum 6, Air delivery minimum 210 Cum/Min, 350 RPM(tolerance as per IS: 374-2019), THD less than 10% remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise= 75 degree C(max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 310 Supplying and fixing followingway, Horizontal type three pole and neutral MCB distribution board, 415 volts on surface /recess completewith , tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). 311 4 way (4 + 12), Double door 312 Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C series,miniature circuit breaker (MCB) suitable for inductive load offollowingpolesin the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. 313 Single Pole 314 Supplying and fixing single pole, blanking plate in the existing MCB DB complete etc. as required. 315 Supply and fixing following rateing four pole, 415 V, isolator in the existing existingMCBDBcomplete with connections, testing andcommissioning etc. as required. 316 40 A 317 Suplying and fixing cable end box(Loose Wire Box) suitable for following triple pole and neutral, sheet steel, MCB distribution borad, 415 Volts, on surface/recess, complete with testing and commissoning ect. As required. 318 For 4 way, Double Door TPNMCBDB 319 Earthing with GI earth pipe, 600 mm X 600 mm X 6 mm thick including accessories and providing masonary enclosure withcover platehavinglockingarrangement and watering pipe of 2.7 metre long etc, with charcoal/cock and salt as required. 320 Supplying and Laying of 25 mm X 3 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection / terminating with nut, bolt, spring, washer etc. as required.( jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 321 Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 322 Upto 35 sq. mm 323 Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 324 2 X 10 sqmm. (19mm) 325 4 X 10 sqmm. (25mm) 326 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and refilling etc as required. 327 100 mm Dia 328 Supply of following size of 1.1 KV grade multicore aluminium conductor PVC sheathed armoured cable as per IS 1554. Make-Polycab or Eq 329 10 sqmm 2 core 330 10 sqmm 4 core 331 Supply ofLED Tube Light with batten suitable for up to 1X20 watt LED tube light complete including tube etc. on surface/Pendent complete in all respect. Make-Philips or Eq 332 Supply of recess/Surface/Pendent mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set complete in all respects.Make-Philips or Eq 333 Supply ofservice bracket of 50mm. Dia 4 meter long fabricated from class B G.I. pipe complete with two bend, socket, wall clamps. 7/3.15 mm G.I. stay wire, stay insulators etc..complete in all respects. 334 Supply of LED street light fitting having die cast aluminium body and diffuser/reflector with driver set suitable for 75 watt to 90 Watt confirming to IP 66 protection complete in all respect.Make-Philips or Eq 335 PLUMBING WORKS (YATRI HALL)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. 336 110mm diameter 337 Making khurras 45x45 cm 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 PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. 338 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 339 110mm 340 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 341 ENTRANCE GATEEarth 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil 342 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 343 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameterholes and plugging with cement mortar 1:2 (1 cement:2 coarse sand) to match the existing floor. 344 With Chlorpyriphos/ Linadane E.C. 20% with 1% concentration. 345 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). Slab 346 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). Beam 347 Above Plinth 348 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 349 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) 350 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 351 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) 352 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). Column 353 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) 354 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.Cement mortar 1:4 (1 cement :4 coarse sand) 355 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. 356 Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. 357 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Red sand stone - exposed face fine dressed with rough backing.30 mm thick 358 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 359 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 360 Centering and shuttering including strutting, propping etc. and removal of form for : 361 Foundations, footings, bases of columns, etc. for mass concrete 362 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick 363 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 364 Columns, Pillars, Piers, Abutments, Posts and Struts 365 Add for Sikhar 366 KOTA FLOORING Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 367 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with greycement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 368 25 mm thick 369 SAND STONE ON STEPS40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush 370 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 371 INTERLOCKING Earth work in exacavation in t. in ordinary soil(loan clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c withinalead of 50m. 372 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work, in foundation and floors. 373 Class M-150 brick work in 1:4 cement coarse sand (of 2.5 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 374 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 375 LANDSCAPING WORKSupplying and stacking sludge at site including royalty and carriage up to 5 km (sludge measured in stacks will be reduced by 8% for payment). 376 Carrigae of sludge upto 5 K.M. 377 Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured instacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm 378 Carrigae of manure upto 5 K.M. 379 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. 380 Spreading of sludge, dump manure or/and good earth in requiredthickness (cost of sludge dump manure or/and good earth to bepaid separately). 381 Digging holes in ordinary soil and refilling the same with theexcavated earth mixed with manure or sludge in the ratio of 2:1by volume (2 parts of stacked volume of earth after reduction by20% : 1 part of stacked volume of manure after reduction by 8%), flooding with water, dressing, including removal of rubbish and surplus earth, if any with all leads and lifts ( cost of manure, sludge or extra good earth if needed to be paid for separately). 382 Holes 0.9 m dia. and 0.90 m deep. 383 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water).Trees Plant 384 Providing and stacking of Bottle palm of ht. 210-240 cm bottom girth 30-35 cm well developed in big HDPE bags. 385 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 386 Providing and stacking of Foxtail palm of ht. 180-210 cm bottom girth 25- 30 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 387 Providing and stacking of Michelia champa (Golden Champa) of height 90- 105 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. 388 Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). With grass Turf. 389 Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia. and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the treeguard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge. 390 STONE BENCHEarth 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil 391 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 392 Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :Both face dressed.Red sand stone 393 SIGNAGEEarth 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil 394 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 395 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 396 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) 397 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) 398 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. 399 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Red sand stone - exposed face fine dressed with rough backing.30 mm thick 400 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 401 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 402 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. completeat all levels.Granite stone slab of colour black, Cherry/Ruby red.Area of slab over 0.50 sqm 403 Cost of Stone writing 404 Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect.Cat- AAA 405 Supply and fixing of factory wired integral LED flood light luminaireswith die cast aluminium housing built with driver set suitbale for 40 to 50 Watt Conforming to IP 65/66 protection complete in all respect.(CAT-AAA) 406 BORING AND PUMPExternal W/S arrangement, T.W. boring of 150mm dia with 100mm dia P.V.C. pipe assembly, 1.5 H.P. submersible pump including supply of all accessories starter, panel etc. & pipe arrangement etc. 407 4 PVC pipe of ISI mark [14 Kg pressure] 408 P/F 2 GI pipe (B) class. 409 NYLon mesh for filter 410 Plastic dori 411 Solvent dori 412 4 End cap 413 4 Submersible Cap 414 2 MS clamp (Heavy) 415 2 Gl elbow. 416 2*6 GI nipple 417 1.5 HP 9 Stage Submersible Pump of ISI mark With 418 automatic panel. 419 2.5 Sqm. Submersible cable. 420 Drilling Charges for 6 dia tubewell. 421 Pea Gravel 422 2 Ms Socket. 423 Cartage of material upto site. 424 Lighting Work (Solar)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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