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No. Tenders ID & Tenders Brief
1 Tenders: 27794754 Cocking Handle Drg No. 0204 03 04 01 12 001 12Da And Drg No. 0204 03 04 01 12 001 22Da Miscellaneous Goods.
Refer Detail
Due Date : 13/08/2022
UTTAR PRADESH
2 Tenders: 27636020 Allotment Of Ex Rcl Land Including Plant And Machinery On Long Term Lease Annual Lease Rental Basis Of 30 Years Without Renewal Option On As Is Where Is Basis In Zone Z 5 Plot 54.03 Acs At Port Area For The Purpose Of Calcined Petroleum Coke Project. Land/Building.
Refer Detail
Due Date : 04/07/2022
ANDHRA PRADESH
3 Tenders: 27508468 Government Of Jharkhand Through Its Public Works Department (Pwd) Is Engaged In Framing/ Revision Of Schedule Of Rates And As Part Of This Endeavor, Quotations Through E Tender Are Invited For Rate Of Items/Materials Coarse Sand At Quarry (Equivalent To Koilwar Sand), Fine Sand At Quarry, Polythene Water Storage Tank Of Mark (E.G Sintex/Sinter/Himgiri/Gangotietc)With Cover And Locking System, Hdpe Pipes 75Mm Dia, Hdpe Pipes 90Mm Dia, Gi Pipe 50 Mm Dia (Tata Or Equivalent Make), Jute, G.M. Ferrules, (I) 8 Mm Dia Wt. Not Less Than 400 Gms, (Ii) 10 Mm Dia Wt. Not Less Than 400 Gms, (Iii) 15 Mm Dia Wt. Not Less Than 400 Gms, (Iv) 20 Mm Dia Wt. Not Less Than 600 Gms, (V) 25 Mm Dia Wt. Not Less Than 900 Gms, Stop Cocks, (I) 15 Mm Brass Stop Cock Wt. Not Less Than 300 Gms, (Ii) 20 Mm Brass Stop Cock Wt. Not Less Than 400 Gms, (Iii) 25 Mm Brass Stop Cock Wt. Not Less Than 575 Gms, (Iv) 32 Mm Brass Stop Cock Wt. Not Less Than 850 Gms, (V) 40 Mm Brass Stop Cock Wt. Not Less Than 1.15 Kg, (Vi) 50 Mm Brass Stop Cock Wt. Not Less Than 2.15 Kg, (Vii) 15 Mm Dia C.I. Body Brass Working Part Stop Cock., (Viii) 20 Mm Dia C.I. Body Brass Working Part Stop Cock., (Ix) 25 Mm Dia C.I. Body Brass Working Part Stop Cock., G.M. Full Way Valve, (I) 15 Mm Dia Wt. Not Less Than 300 Gms Without Wheel, (Ii) 20 Mm Dia Wt. Not Less Than 400 Gms Without Wheel, (Iii) 25 Mm Dia Wt. Not Less Than 500 Gms Without Wheel, (Iv) 32 Mm Dia Wt. Not Less Than 700 Gms Without Wheel, (V) 40 Mm Dia Wt. Not Less Than 1.0 Kg Without Wheel, (Vi) 50 Mm Dia Wt. Not Less Than 1.4 Kg Without Wheel, (Vii) 65 Mm Dia Wt. Not Less Than 1.8 Kg Without Wheel, (Viii) 80 Mm Dia Wt. Not Less Than 2.5 Kg Without Wheel, G.M. Non Return Valve Verticle, (I) 15 Mm Dia Wt. Not Less Than 150 Gms, (Ii) 20 Mm Dia Wt. Not Less Than 250 Gms, (Iii) 25 Mm Dia Wt. Not Less Than 375 Gms, (Iv) 32 Mm Dia Wt. Not Less Than 600 Gms, (V) 40 Mm Dia Wt. Not Less Than 700 Gms, (Vi) 50 Mm Dia Wt. Not Less Than 1.0 Kg, (Vii) 65 Mm Dia Wt. Not Less Than 1.20 Kg, (Viii) 80 Mm Dia Wt. Not Less Than 1.50 Kg, (Ix) 100 Mm Dia Wt. Not Less Than 1.80 Kg, G.M. Non Return Valve Horizontal, (I) 15 Mm Dia Wt. Not Less Than 150 Gms, (Ii) 20 Mm Dia Wt. Not Less Than 250 Gms, (Iii) 25 Mm Dia Wt. Not Less Than 375 Gms, (Iv) 32 Mm Dia Wt. Not Less Than 600 Gms, (V) 40 Mm Dia Wt. Not Less Than 700 Gms, (Vi) 50 Mm Dia Wt. Not Less Than 1.0 Kg, (Vii) 65 Mm Dia Wt. Not Less Than 1.20 Kg, (Viii) 80 Mm Dia Wt. Not Less Than 1.50 Kg, (Ix) 100 Mm Dia Wt. Not Less Than 1.80 Kg, Cocks, (I) 15 Mm Dia G.M. Bib Cock Wt. Not Less Than 300 Gms, (Ii) 15 Mm Dia Brass Bib Cock Wt. Not Less Than 400 Gms, (Iii) 15 Mm Dia C.I. Bib Cock Wt. Not Less Than 400 Gms, (Iv) 15 Mm Dia C.I. Body Brass Working Part Spray Painted Bib Cock Wt. Not Less Than 400 Gms, (V) 15 Mm Dia C.I. Brass Pillar Cock Cock Wt. Not Less Than 400 Gms, (Vi) 15 Mm C.I. Plug Cock Ordinary, (Vii) 15 Mm C.I. Push Cock Ordinary, Chromium Plated Brass Fittings, (I) C.P. Shower Rose 100 Mm Dia, (Ii) C.P. Shower Rose 125 Mm Dia, (Iii) P.V.C. Shower Rose 150 Mm Dia, (Iv) P.V.C Shower Rose 125 Mm Dia, Connection Pipe, (I) 15 Mm Dia X 30 Cm. Long Lead Connection Pipe With Brass Fittings., (Ii) 15 Mm Dia X 45 Cm. Long Lead Connection Pipe With Brass Fittings., (Iii) 15 Mm Dia X 30 Cm. Long Pvc Connection Pipe With Brass Fittings., Iv) 15 Mm Dia X 45 Cm. Long Pvc Connection Pipe With Brass Fittings., I. Fittings (Conforming To I.S. 1879 ) Isi Marked, A] G.I. Bend, 15 Mm, Ii) 20 Mm, Iii) 25 Mm, Iv) 32 Mm, V) 40 Mm, Vi) 50 Mm, Vii) 65 Mm, Viii) 80 Mm, Ix) 100 Mm, X) 125 Mm, Xi) 150 Mm, B] Elbow Of The Following Sizes, 15 Mm, Ii) 20 Mm, Iii) 25 Mm, Iv) 32 Mm, V) 40 Mm, Vi) 50 Mm, Vii) 65 Mm, Viii) 80 Mm, Ix) 100 Mm, X) 125 Mm, Xi) 150 Mm, C] Tee Plain Of The Following Sizes, 15 Mm, Ii) 20 Mm, Iii) 25 Mm, Iv) 32 Mm, V) 40 Mm, Vi) 50 Mm, Vii) 65 Mm, Viii) 80 Mm, Ix) 100 Mm, X) 125 Mm, Xi) 150 Mm, D] Reducing Tee Plain Of The Following Sizes (Taking Larger Dimension), 20 Mm, Ii) 25 Mm, Iii) 32 Mm, Iv) 40 Mm, V) 50 Mm, Vi) 65 Mm, Vii) 80 Mm, Viii) 100 Mm, Ix) 125 Mm, X) 150 Mm, E] Socket Plain Of The Following Size (Taking Larger Dimension), 15 Mm, Ii) 20 Mm, Iii) 25 Mm, Iv) 32 Mm, V) 40 Mm, Vi) 50 Mm, Vii) 65 Mm, Viii) 80 Mm, Ix) 100 Mm, X) 125 Mm, Xi) 150 Mm, F] Reducing Socket Plain Of The Following Sizes (Taking Larger Dimension), 20 Mm, Ii) 25 Mm, Iii) 32 Mm, Iv) 40 Mm, V) 50 Mm, Vi) 65 Mm, Vii) 80 Mm, Viii) 100 Mm, Ix) 125 Mm, [K] G.I. Pipes Midium(Tata Mark) Or Equivalent As Per Is 1239 (Part 01)/2004 Isi Marked/Medium Quality, (I) 15 Mm Dia, (Ii) 20 Mm Dia, (Iii) 25 Mm Dia, (Iv) 32 Mm Dia, (V) 40 Mm Dia, (Vii) 65 Mm Dia, Mirrors, (A) Mirror Of 6 Mm Thick Plain Glass 600 Mm X 450 Mm Beveled Edge Mirror Including C.P. Brass Revolving Fittings 3 Mm Plywood Board And C.P. Hinges Etc. To Fix The Mirror, (B) Do 450 Mm X 300 Mm Do , (A) Glass Shelf 600 Mm X 125 Mm With C.P. Brass Rail, (B) Do 450 Mm X 125 Mm Do , (A) C.P. Brass Towel Rail 20 Mm X 600 Mm With Bracket All Complete, (B) Anodized Aluminum 20 Mm X 600 Mm Towel Rail Complete With Brackets, C.P. Brass Soap Dish Medium Quality With Screw And Hinges Etc., C.P. Liquid Soap Solution Holder, Vitreous White Glazed Indian Water Closet Of Hindustan / Parry Ware / Cera / Naycer Or Any Other Equivalent Make, (A) 580 Mm Long, (B) 510 Mm Long, (C) 450 Mm Long, (D) 510 Mm Long White Glazed Fiber I.W.C, Pair Of Vetreous White Glazed Foot Rest Of Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make, 15 Litres Capacity Pull And Let Go High Level C.I. Cistern Complete With Ball Cock And A Pair Of Bracket, (A) 12.5 Litres Lowdown C.I. Cistern, (B) 10.0 Litres Capacity P.V.C. Low Design Cistern, (A) White Glazed Vitreous E.W.C With "P" Trap Or Any Other Equivalent Make, (B) E.W.C With "S" Trap 400 Mm High Of Hindustan / Parry Ware / Cera / Naycear Or Any Other Equivalent Make, (C) Black / White Plastic Seat For E.W.C Do As Above., (A) White Glazed Vitreous Earthen Were Urinal Flat Back Of Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make 600 Mm X 350 Mm Size, (B) Do Squatting Small 450 Mm X 350 Mm, (C) Do Squatting Large 600 Mm X 350 Mm, (D) White Glazed Vitreous Earthen Ware Urinal Standing Corner Size 600 Mm X 350 Mm Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make, (E) Partition Plate For Urinal 25" X 13" Size, (F) 5 Litres C.I. Automatic Cistern With All P.V.C Fittings, White Glazed Vitreous Wash Hand Basin 550 Mm X 400 Mm Size Of Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make, White Glazed Vitreous Earthen Ware Kitchen Sinks Of Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make, (A) Kitchen Sink 600 Mm X 450 Mm X 200 Mm (24" X 18" X 8"), (B) Kitchen Sink 600 Mm X 450 Mm X 250 Mm (24" X 18" X 10"), (C) Lab Sink 450 Mm X 300 Mm X 150 Mm (18" X 12" X 6"), (D) Lab Sink 300 Mm X 250 Mm X 150 Mm (12" X 10" X 6"), Drain Board, (A) 600 Mm X 450 Mm (24" X 18"), (B) 525 Mm X 450 Mm (21" X 18"), H.C.I. Pipes, (A) 50 Mm Dia Single Socket 6' 0" (With Ear Weight 13 Kg), (B) 80 Mm Dia Single Socket 6' 0" (With Ear Weight 18 Kg), (C) 100 Mm Dia Single Socket 6' 0" (With Ear Weight 23 Kg), (D) 150 Mm Dia Single Socket 6' 0" (With Ear Weight 30 Kg), (E) 50 Mm Dia Double Socket 6' 0" (With Ear Weight 14 Kg), (F) 80 Mm Dia Double Socket 6' 0" (With Ear Weight 19 Kg), (G) 100 Mm Dia Double Socket 6' 0" (With Ear Weight 25 Kg), (H) 150 Mm Dia Double Socket 6' 0" (With Ear Weight 13 Kg), (I) 50 Mm Dia Single Socket 3' 0" (With Ear Weight 7.25 Kg), (J) 80 Mm Dia Single Socket 3' 0" (With Ear Weight 10.5 Kg), (K) 100 Mm Dia Single Socket 3' 0" (With Ear Weight 13.75 Kg), (L) 150 Mm Dia Single Socket 3' 0" With Ear, (M) 50 Mm Dia Single Socket 2' 0" (With Ear Weight 5.35 Kg), (N) 80 Mm Dia Single Socket 2' 0" (With Ear Weight 8.00 Kg), (O)100 Mm Dia Single Socket 2' 0"(With Ear Weight 10.10 Kg), (P) 150 Mm Dia Single Socket 2' 0" With Ear, (Q) 50 Mm Dia Single Socket 1' 0" (With Ear Weight 3.4 Kg), (R) 80 Mm Dia Single Socket 1' 0"(With Ear Weight 5.50 Kg), (S) 100 Mm Dia Single Socket 1' 0"(With Ear Weight 7.60 Kg), (T) 150 Mm Dia Single Socket, H.C.I. Fittings., (I) Plain Bend Of Following Size, (A) 50 Mm Dia (Weight Without Ear And Socket 2.75 Kg), (B) 80 Mm Dia (Weight Without Ear And Socket 3.5 Kg), (C) 100 Mm Dia (Weight Without Ear And Socket 4.5 Kg), (D) 150 Mm Dia (Weight Without Ear And Socket 4.5 Kg), (Ii) Bend With Door With Following Size, (A) 50 Mm Dia (Wight Without Ear And Socket 2.75 Kg), (B) 80 Mm Dia (Wight Without Ear And Socket 4.00 Kg), (C) 100 Mm Dia Do 5.5 Kg, (D) 150 Mm Dia Do , (Iii) Single Junction With Door Of Followings Sizes., (A) 50 Mm Dia (Weight Without Ear And Socket 3.75 Kg), (B) 80 Mm Dia (Weight Without Ear And Socket 6.50 Kg), (C) 100 Mm Dia Do 9.50 Kg, (D) 150 Mm Dia Do , (Iv) Double Junction With Door Of Following Sizes., (A) 50 Mm Dia Do 4.5 Kg, (B) 80 Mm Dia Do 7.00 Kg, (C) 100 Mm Dia Do 13.00 Kg, (D) 150 Mm Dia Do , (V) Heel Rest Bend Of Following Sizes, Vi) Cowel Of Following Sizes, A) 50 Mm Dia (Weight Without Ear And Socket 2.25 Kg), B) 80 Mm Dia (Weight Without Ear And Socket 3.25 Kg), C) 100 Mm Dia (Weight Without Ear And Socket 3.25 Kg), D) 150 Mm Dia Do , Vii) 100 Mm Dia "P" Trap (Wt Without Ear And Socket)8.5 Kg, Viii) 100 Mm Dia "P" Trap (Wt Without Ear And Socket)8.8 Kg, Ix) 100 Mm X 80 Mm Floor Trap (Weight Without Ear And Socket) 4.00 Kg, X) Pass Over 50 Mm X 150 Mm For 50 Mm Projection, Xi) Do 100 Mm X 150 Mm For 100 Mm Projection, Xii) Inverted Junction Single 100 Mm X 50 (Weight Without Ear And Socket) 9.0 Kg, Xiii) Inverted Junction Double 100 Mm X 50 Mm X 50 Mm(Weight Without Ear And Socket) 12.0 Kg, Xiv) H.C.I. Offset 80 Mm Projection Of The Following Size, A) 50 Mm Dia (Weight Without Ear And Socket) 2.75 Kg, B) 80 Mm Dia Do 3.50 Kg, C) 100 Mm Dia Do 5.00 Kg, D) 150 Mm Dia Do , Xv) H.C.I. Socket Of Following Sizes, A) 50 Mm Dia (Weight Without Ear) 1.50 Kg, B) 80 Mm Dia (Weight Without Ear) 3.00 Kg, C) 100 Mm Dia (Weight Without Ear) 4.50 Kg, D) 150 Mm Dia (Weight Without Ear) Do , C.I. Cover With Frame For Manhole And Inspection Chamber, A) 600 Mm X 450 Mm Size (Wt. 39 Kg), B) 600 Mm X 450 Mm Size (Wt. 25 Kg), C) 500 Mm X 450 Mm Size (Wt. 25 Kg), C.I. Bracket Pair For W.H.B, A) 550 Mm X 400 Mm Size (22" X 16"), B) Do For 12.5 Litre Cistern, C) Do For 600 Mm X 450 Mm (24" X 18") Sink, D) 40 Mm X 60 Mm Ms Plate Bracket For Sink As Above, A) 32 Mm (1 1/4") C.P. Brass Waste For W.H.B, B) 40 Mm (1 1/2") C.P. Brass Waste For W.H.B For Sink, C) 32 Mm (1 1/4") C.P. Waste Of White Metal, D) 40 Mm (1 1/2") C.P. Waste Of White Metal, A) 32 Mm (1 1/4") P.V.C. Waste Pipe 750 Mm Long (2'6" Long) With Brass Union For W H B, B) 40 Mm (1 1/2") P.V.C. Waste Pipe 750 Mm Long (2'6" Long) With Brass Union For W H B, 32 Mm (1 1/4") P.V.C. Telescopic Flush Pipe With Brass Union For High Level Cistern, Rubber Inserttion 3 Mm (1/8") Thick, Pig Lead, Yarn, A) 80 Mm, B)100 Mm, C)125 Mm, D)150 Mm, E)200 Mm, F)250 Mm, G)300 Mm, H)350 Mm, I)400 Mm, J)450 Mm, K)500 Mm, L)600 Mm, M)700 Mm, N)750 Mm, O)800 Mm, P)900 Mm, Q)1000 Mm, R)1200 Mm, Cotton Waste, Asbestos Suta (Gland Packing), Solvent Cement, Hydrocloric Acid (Sepecific Gravity 1.20), Cp And Pvc Fitting, I)32 Mm Dia C.P. Waste, Rubber Gasket For C.I Pipe Of Good Quality, (Ii)32 Mm Dia Pv C Waste Pipe 750 Mm Long With Coupling, (Iii)40 Mm Dia C.P. Waste, (Iv 40 Mm Dia Pvc Waste Pipe 750 Mm Long With Coupling, (V 100 Mm Dia Steel Jali, (Vi)15 Mm Dia C.P. Nipple With Coupling (Short Pieces), (Vii)50 Mm Dia Pvc Pipe With Coupling, Special Type Of C.P. Bath Room Fittings For V.I.P. Buildings(Jal, Jaquar, Marc Or Equivalent Mark), (I) Pillar Cock (Isi), (Ii) Pillar Cock (Long Neck), (Iii) Bib Cock (Isi), (Iv) Bib Cock (Long Thread), (V) Angular Stop Cock, (Vi) Angular Stop Cock (Long Thread), (Vii) Concealed Stop Cock Reduce (Isi), (Viii) Concealed Stop Cock Heavy Duty Extra Adjustable Wall Flange, (Ix) Long Body Bib Cock, (X) Swan Neck Tap With Left Hand Operating Knob, (Xi) Central Hole Basin Mixer (Best Quality), (Xii) Wall Mixer With Telephonic Shower Arrangement, (Xiii) Wall Mixer With Provision For Over Head Shower With Elbow Coupling And Well Flange, (Xiv) Wall Mixer 3 In 1 System With Provision For Over Head Shower With Elbow Coupling And Wall Flange, (Xv) Sink Mixer With Swinging Casted Spout, (Xvi) Sink Cock With Swinging Casted Spout, (Xvii) 4 Way Diverter For Concealed Fittings, (Xviii) Pressure Adjustable Shower With Revolving Joint, (Xix) Telephone Shower With Flexible Pipe, (Xx) Flush Cock With Wall Flange (25 Mm), (Xxi) Towel Rail 24", (Xxii) Towel Ring, (Xxiii) Soap Dish, (Xxiv) Tumbler Holder, (Xxv) Toilet Paper Holder, (Xxvi) Glass Shelf 22", (Xxvii) Corner Glass Shelf With Bracket, (Xxviii) Flush Valve Complete With 32 Mm Size Control Cock And Flange, 1. C.I Double Shocketted Fittings Bend Such As Bend, Tee, Taper,, (A) 80 200 Mm, (B) 250 700 Mm, (C) 700 1000 Mm, 2. C.I Double Flange Fittings Such As Tee, Taper, Tailpiece, Bend Etc, (A) 80 200 Mm, (B) 250 700 Mm, (C) 700 1000 Mm, Spare Parts Of Hand Pump, Hexagonal Bolt M12x1.75X40mm Long Common To Marks Ii And Iii, Hexagonal Nut M12x1.75Mm, Washer M12 (2.5Mm Thick), High Tensile Bolt M10x1.5X40mm Long., Nyloc Nut M10x1.5Mm, Handle Axle (Stainless Steel), Washer For Handle Axle (4Mm Thick), Ball Bearing 6204 Z, Spacer For Handle., Chain With Coupling., Hexagonal Bolt For Front Cover M12x1.75Mm Long., Nitrile Rubber Cup Washer For Mark – Ii And Iii, Nitrile Sealing Ring Mark – Ii, Nitrile Rubber Seating Big For Lower Valve Mark Ii, Nitrile Rubber Seating Small For Upper Valve Mark Ii., Hexagonal Rod Coupling M12x1.75X50mm Long., Pump Head Assembly (G.I.) With Front Cover, Bolt And Third Plate., Front Cover (G.I.), Handle Assembly (G.I.), (A) Water Tank Assembly For Mark – Ii (G.I.), (B) Water Tank Assembly For Mark – Iii (Vlom 65), Stand Assembly (G.I.) Normal., Stand Assembly (Telescopic) (G.I)., Connecting Rod 3Mtr. Long With Coupling And Nut (Electrogalvanized), A) Cylinder Assembly Complete Set For Mark Ii, C.I Special And Pvc Pipes, B) Cylinder Assembly Complete Set For Mark Iii (Vlom 65), A) Upper Valve Assembly Complete Set For India Mark Ii, B) Upper Valve Assembly Complete Set For India Mark Iii (Vlom 65), A) Lower Valve Assembly Complete Set For India Mark Ii, B) Lower Valve Assembly Complete Set For Im Iii, Reducer Cap For Cylinder Mark Ii, A) Plunger Rod (S.S.) For Mark – Ii, B) Plunger Rod (S.S.) For Mark – Iii, Upper Valve Guide (G.M.)., Rubber Seat Retainer For Mark Ii, Third Plate For Head Assembly (Galanized), Cylinder Body With Brass Liner For Im Ii With Reducer Cap For Top And Bottom., Gun Metal Spacer., Check Valve Guide Mark Ii, A) Check Valve Seat For Mark – Ii, B) Check Valve Seat For Mark – Iii, Nitrile Rubber “O” Ring (Vlom 65), Push Rod For Mark – Iii (S.S)., Check Nut For Push Rod (S.S.)., Nitrile Rubber Cup Washer For Vlom 50, Nitrile Rubber Sealing Ring For Mark – Iii Vlom 65, Nitrile Rubber Seating Big For Lower Valve Mk Ii, Nitrile Rubber Seating Big For Lower Valve M Iii Vlom 65), Nitrile Rubber Bobbin Vlom 50, Nitrile Rubber “O” Ring Vlom 50, Nitrile Rubber Cone For Vlom 50, Nitrile Rubber Cone For Vlom 65, Nitrile Rubber Centralizer 150Mm For (Vlom 65)., Nitrile Rubber Centralizer 125Mm For (Vlom 65)., Nitrile Rubber Centralizer 150Mm For (Vlom 50)., Nitrile Rubber Centralizer 125Mm For Vlom 50, Nitrile Rubber Centralizer 100Mm For Vlom 50, Water Tank Assembly Mark – Iii Vlom 50, Cylinder Assembly Complete Set For Mark – Iii (Vlom 50), Upper Valve Assembly Complete Set For Im Iii (Vlom 50), Lower Valve Assembly Complete Set For Im Iii (Vlom 50), A) Upper Cap Cylinder Mark – Iii (Vlom 65), B) Upper Cap Cylinder Mark – Iii (Vlom 50), A) Bottom Cap For Mark – Iii (Vlom 50), B) Bottom Cap For Mark – Iii (Vlom 65), Follower For Im Iii, Cage For Mark Iii Etc
Refer Detail
Due Date : 05/05/2022
JHARKHAND
4 Tenders: 27508321 Government Of Jharkhand Through Its Public Works Department ( Pwd ) Is Engaged In Framing / Revision Of Schedule Of Rates And As Part Of This Endeavor, Quotations Through E Tender Are Invited Supply Of Respective Items 1 Polythene Water Storage Tank Of Mark ( E.G Sintex / Sinter / Himgiri / Gangotietc ) With Cover And Locking System 2 Hdpe Pipes 75Mm Dia 3 Hdpe Pipes 90Mm Dia 4 Gi Pipe 50 Mm Dia ( Tata Or Equivalent Make ) 5 Jute 6 G.M. Ferrules 7 ( I ) 8 Mm Dia Wt. Not Less Than 400 Gms 8 ( Ii ) 10 Mm Dia Wt. Not Less Than 400 Gms 9 ( Iii ) 15 Mm Dia Wt. Not Less Than 400 Gms 10 ( Iv ) 20 Mm Dia Wt. Not Less Than 600 Gms 11 ( V ) 25 Mm Dia Wt. Not Less Than 900 Gms 12 Stop Cocks 13 ( I ) 15 Mm Brass Stop Cock Wt. Not Less Than 300 Gms 14 ( Ii ) 20 Mm Brass Stop Cock Wt. Not Less Than 400 Gms 15 ( Iii ) 25 Mm Brass Stop Cock Wt. Not Less Than 575 Gms 16 ( Iv ) 32 Mm Brass Stop Cock Wt. Not Less Than 850 Gms 17 ( V ) 40 Mm Brass Stop Cock Wt. Not Less Than 1.15 Kg 18 ( Vi ) 50 Mm Brass Stop Cock Wt. Not Less Than 2.15 Kg 19 ( Vii ) 15 Mm Dia C.I. Body Brass Working Part Stop Cock. 20 ( Viii ) 20 Mm Dia C.I. Body Brass Working Part Stop Cock. 21 ( Ix ) 25 Mm Dia C.I. Body Brass Working Part Stop Cock. 22 G.M. Full Way Valve 23 ( I ) 15 Mm Dia Wt. Not Less Than 300 Gms Without Wheel 24 ( Ii ) 20 Mm Dia Wt. Not Less Than 400 Gms Without Wheel 25 ( Iii ) 25 Mm Dia Wt. Not Less Than 500 Gms Without Wheel 26 ( Iv ) 32 Mm Dia Wt. Not Less Than 700 Gms Without Wheel 27 ( V ) 40 Mm Dia Wt. Not Less Than 1.0 Kg Without Wheel 28 ( Vi ) 50 Mm Dia Wt. Not Less Than 1.4 Kg Without Wheel 29 ( Vii ) 65 Mm Dia Wt. Not Less Than 1.8 Kg Without Wheel 30 ( Viii ) 80 Mm Dia Wt. Not Less Than 2.5 Kg Without Wheel 31 G.M. Non Return Valve Verticle 32 ( I ) 15 Mm Dia Wt. Not Less Than 150 Gms 33 ( Ii ) 20 Mm Dia Wt. Not Less Than 250 Gms 34 ( Iii ) 25 Mm Dia Wt. Not Less Than 375 Gms 35 ( Iv ) 32 Mm Dia Wt. Not Less Than 600 Gms 36 ( V ) 40 Mm Dia Wt. Not Less Than 700 Gms 37 ( Vi ) 50 Mm Dia Wt. Not Less Than 1.0 Kg 38 ( Vii ) 65 Mm Dia Wt. Not Less Than 1.20 Kg 39 ( Viii ) 80 Mm Dia Wt. Not Less Than 1.50 Kg 40 ( Ix ) 100 Mm Dia Wt. Not Less Than 1.80 Kg 41 G.M. Non Return Valve Horizontal 42 ( I ) 15 Mm Dia Wt. Not Less Than 150 Gms 43 ( Ii ) 20 Mm Dia Wt. Not Less Than 250 Gms 44 ( Iii ) 25 Mm Dia Wt. Not Less Than 375 Gms 45 ( Iv ) 32 Mm Dia Wt. Not Less Than 600 Gms 46 ( V ) 40 Mm Dia Wt. Not Less Than 700 Gms 47 ( Vi ) 50 Mm Dia Wt. Not Less Than 1.0 Kg 48 ( Vii ) 65 Mm Dia Wt. Not Less Than 1.20 Kg 49 ( Viii ) 80 Mm Dia Wt. Not Less Than 1.50 Kg 50 ( Ix ) 100 Mm Dia Wt. Not Less Than 1.80 Kg 51 Cocks 52 ( I ) 15 Mm Dia G.M. Bib Cock Wt. Not Less Than 300 Gms 53 ( Ii ) 15 Mm Dia Brass Bib Cock Wt. Not Less Than 400 Gms 54 ( Iii ) 15 Mm Dia C.I. Bib Cock Wt. Not Less Than 400 Gms 55 ( Iv ) 15 Mm Dia C.I. Body Brass Working Part Spray Painted Bib Cock Wt. Not Less Than 400 Gms 56 ( V ) 15 Mm Dia C.I. Brass Pillar Cock Cock Wt. Not Less Than 400 Gms 57 ( Vi ) 15 Mm C.I. Plug Cock Ordinary 58 ( Vii ) 15 Mm C.I. Push Cock Ordinary 59 Chromium Plated Brass Fittings 60 ( I ) C.P. Shower Rose 100 Mm Dia 61 ( Ii ) C.P. Shower Rose 125 Mm Dia 62 ( Iii ) P.V.C. Shower Rose 150 Mm Dia 63 ( Iv ) P.V.C Shower Rose 125 Mm Dia 64 Connection Pipe 65 ( I ) 15 Mm Dia X 30 Cm. Long Lead Connection Pipe With Brass Fittings. 66 ( Ii ) 15 Mm Dia X 45 Cm. Long Lead Connection Pipe With Brass Fittings. 67 ( Iii ) 15 Mm Dia X 30 Cm. Long Pvc Connection Pipe With Brass Fittings. 68 ( Iv ) 15 Mm Dia X 45 Cm. Long Pvc Connection Pipe With Brass Fittings. 69 G.I. Fittings ( Conforming To I.S. 1879 ) Isi Marked 70 [ A ] G.I. Bend 71 ( I ) 15 Mm 72 ( Ii ) 20 Mm 73 ( Iii ) 25 Mm 74 ( Iv ) 32 Mm 75 ( V ) 40 Mm 76 ( Vi ) 50 Mm 77 ( Vii ) 65 Mm 78 ( Viii ) 80 Mm 79 ( Ix ) 100 Mm 80 ( X ) 125 Mm 81 ( Xi ) 150 Mm 82 [ B ] Elbow Of The Following Sizes 83 ( I ) 15 Mm 84 ( Ii ) 20 Mm 85 ( Iii ) 25 Mm 86 ( Iv ) 32 Mm 87 ( V ) 40 Mm 88 ( Vi ) 50 Mm 89 ( Vii ) 65 Mm 90 ( Viii ) 80 Mm 91 ( Ix ) 100 Mm 92 ( X ) 125 Mm 93 ( Xi ) 150 Mm 94 [ C ] Tee Plain Of The Following Sizes 95 ( I ) 15 Mm 96 ( Ii ) 20 Mm 97 ( Iii ) 25 Mm 98 ( Iv ) 32 Mm 99 ( V ) 40 Mm 100 ( Vi ) 50 Mm 101 ( Vii ) 65 Mm 102 ( Viii ) 80 Mm 103 ( Ix ) 100 Mm 104 ( X ) 125 Mm 105 ( Xi ) 150 Mm 106 [ D ] Reducing Tee Plain Of The Following Sizes ( Taking Larger Dimension ) 107 ( I ) 20 Mm 108 ( Ii ) 25 Mm 109 ( Iii ) 32 Mm 110 ( Iv ) 40 Mm 111 ( V ) 50 Mm 112 ( Vi ) 65 Mm 113 ( Vii ) 80 Mm 114 ( Viii ) 100 Mm 115 ( Ix ) 125 Mm 116 ( X ) 150 Mm 117 [ E ] Socket Plain Of The Following Size ( Taking Larger Dimension ) 118 ( I ) 15 Mm 119 ( Ii ) 20 Mm 120 ( Iii ) 25 Mm 121 ( Iv ) 32 Mm 122 ( V ) 40 Mm 123 ( Vi ) 50 Mm 124 ( Vii ) 65 Mm 125 ( Viii ) 80 Mm 126 ( Ix ) 100 Mm 127 ( X ) 125 Mm 128 ( Xi ) 150 Mm 129 [ F ] Reducing Socket Plain Of The Following Sizes ( Taking Larger Dimension ) 130 ( I ) 20 Mm 131 ( Ii ) 25 Mm 132 ( Iii ) 32 Mm 133 ( Iv ) 40 Mm 134 ( V ) 50 Mm 135 ( Vi ) 65 Mm 136 ( Vii ) 80 Mm 137 ( Viii ) 100 Mm 138 ( Ix ) 125 Mm 139 ( X ) 150 Mm 140 [ G ] Union Socket Of The Following Sizes 141 ( I ) 15 Mm 142 ( Ii ) 20 Mm 143 ( Iii ) 25 Mm 144 ( Iv ) 32 Mm 145 ( V ) 40 Mm 146 ( Vi ) 50 Mm 147 ( Vii ) 65 Mm 148 ( Viii ) 80 Mm 149 ( Ix ) 100 Mm 150 ( X ) 125 Mm 151 ( Xi ) 150 Mm 152 [ H ] Plugs Of The Following Sizes 153 ( I ) 15 Mm 154 ( Ii ) 20 Mm 155 ( Iii ) 25 Mm 156 ( Iv ) 32 Mm 157 ( V ) 40 Mm 158 ( Vi ) 50 Mm 159 ( Vii ) 65 Mm 160 ( Viii ) 80 Mm 161 ( Ix ) 100 Mm 162 ( X ) 125 Mm 163 ( Xi ) 150 Mm 164 [ I ] Jam Nuts Of The Following Sizes 165 ( I ) 15 Mm 166 ( Ii ) 20 Mm 167 ( Iii ) 25 Mm 168 ( Iv ) 32 Mm 169 ( V ) 40 Mm 170 ( Vi ) 50 Mm 171 ( Vii ) 65 Mm 172 ( Viii ) 80 Mm 173 ( Ix ) 100 Mm 174 ( X ) 125 Mm 175 ( Xi ) 150 Mm 176 [ J ] G.I. Nipple Of The Following Sizes 177 ( I ) 15 Mm Dia X 100 Mm Long 178 ( Ii ) 20 Mm Dia X 100 Mm Long 179 ( Iii ) 25 Mm Dia X 100 Mm Long 180 ( Iv ) 32Mm Dia X 100 Mm Long 181 ( V ) 40 Mm Dia X 100 Mm Long 182 ( Vi ) 50 Mm Dia X 100 Mm Long 183 ( Vii ) 65 Mm Dia X 100 Mm Long 184 ( Viii ) 80 Mm Dia X 100 Mm Long 185 ( Ix ) 100 Mm Dia X 100 Mm Long 186 [ K ] G.I. Pipes Midium ( Tata Mark ) Or Equivalent As Per Is 1239 ( Part 01 ) / 2004 Isi Marked / Medium Quality 187 ( I ) 15 Mm Dia 188 ( Ii ) 20 Mm Dia 189 ( Iii ) 25 Mm Dia 190 ( Iv ) 32 Mm Dia 191 ( V ) 40 Mm Dia 192 ( Vii ) 65 Mm Dia 193 Mirrors 194 ( A ) Mirror Of 6 Mm Thick Plain Glass 600 Mm X 450 Mm Beveled Edge Mirror Including C.P. Brass Revolving Fittings 3 Mm Plywood Board And C.P. Hinges Etc. To Fix The Mirror 195 ( B ) Do 450 Mm X 300 Mm Do 196 ( A ) Glass Shelf 600 Mm X 125 Mm With C.P. Brass Rail 197 ( B ) Do 450 Mm X 125 Mm Do 198 ( A ) C.P. Brass Towel Rail 20 Mm X 600 Mm With Bracket All Complete 199 ( B ) Anodized Aluminum 20 Mm X 600 Mm Towel Rail Complete With Brackets 200 C.P. Brass Soap Dish Medium Quality With Screw And Hinges Etc. 201 C.P. Liquid Soap Solution Holder 202 Vitreous White Glazed Indian Water Closet Of Hindustan / Parry Ware / Cera / Naycer Or Any Other Equivalent Make 203 ( A ) 580 Mm Long 204 ( B ) 510 Mm Long 205 ( C ) 450 Mm Long 206 ( D ) 510 Mm Long White Glazed Fiber I.W.C 207 Pair Of Vetreous White Glazed Foot Rest Of Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make 208 15 Liters Capacity Pull And Let Go High Level C.I. Cistern Complete With Ball Cock And A Pair Of Bracket 209 ( A ) 12.5 Liters Lowdown C.I. Cistern 210 ( B ) 10.0 Liters Capacity P.V.C. Low Design Cistern 211 ( A ) White Glazed Vitreous E.W.C With P Trap Or Any Other Equivalent Make 212 ( B ) E.W.C With S Trap 400 Mm High Of Hindustan / Parry Ware / Cera / Naycear Or Any Other Equivalent Make 213 ( C ) Black / White Plastic Seat For E.W.C Do As Above. 214 ( A ) White Glazed Vitreous Earthen Were Urinal Flat Back Of Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make 600 Mm X 350 Mm Size 215 ( B ) Do Squatting Small 450 Mm X 350 Mm 216 ( C ) Do Squatting Large 600 Mm X 350 Mm 217 ( D ) White Glazed Vitreous Earthen Ware Urinal Standing Corner Size 600 Mm X 350 Mm Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make 218 ( E ) Partition Plate For Urinal 25 X 13 Size 219 ( F ) 5 Liters C.I. Automatic Cistern With All P.V.C Fittings 220 White Glazed Vitreous Wash Hand Basin 550 Mm X 400 Mm Size Of Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make 221 White Glazed Vitreous Earthen Ware Kitchen Sinks Of Hindustan / Parryware / Cera / Naycer Or Any Other Equivalent Make 222 ( A ) Kitchen Sink 600 Mm X 450 Mm X 200 Mm ( 24 X 18 X 8 ) 223 ( B ) Kitchen Sink 600 Mm X 450 Mm X 250 Mm ( 24 X 18 X 10 ) 224 ( C ) Lab Sink 450 Mm X 300 Mm X 150 Mm ( 18 X 12 X 6 ) 225 ( D ) Lab Sink 300 Mm X 250 Mm X 150 Mm ( 12 X 10 X 6 ) 226 Drain Board 227 ( A ) 600 Mm X 450 Mm ( 24 X 18 ) 228 ( B ) 525 Mm X 450 Mm ( 21 X 18 ) 229 H.C.I. Pipes 230 ( A ) 50 Mm Dia Single Socket 6 0 ( With Ear Weight 13 Kg ) 231 ( B ) 80 Mm Dia Single Socket 6 0 ( With Ear Weight 18 Kg ) 232 ( C ) 100 Mm Dia Single Socket 6 0 ( With Ear Weight 23 Kg ) 233 ( D ) 150 Mm Dia Single Socket 6 0 ( With Ear Weight 30 Kg ) 234 ( E ) 50 Mm Dia Double Socket 6 0 ( With Ear Weight 14 Kg ) 235 ( F ) 80 Mm Dia Double Socket 6 0 ( With Ear Weight 19 Kg ) 236 ( G ) 100 Mm Dia Double Socket 6 0 ( With Ear Weight 25 Kg ) 237 ( H ) 150 Mm Dia Double Socket 6 0 ( With Ear Weight 13 Kg ) 238 ( I ) 50 Mm Dia Single Socket 3 0 ( With Ear Weight 7.25 Kg ) 239 ( J ) 80 Mm Dia Single Socket 3 0 ( With Ear Weight 10.5 Kg ) 240 ( K ) 100 Mm Dia Single Socket 3 0 ( With Ear Weight 13.75 Kg ) 241 ( L ) 150 Mm Dia Single Socket 3 0 With Ear 242 ( M ) 50 Mm Dia Single Socket 2 0 ( With Ear Weight 5.35 Kg ) 243 ( N ) 80 Mm Dia Single Socket 2 0 ( With Ear Weight 8.00 Kg ) 244 ( O ) 100 Mm Dia Single Socket 2 0 ( With Ear Weight 10.10 Kg ) 245 ( P ) 150 Mm Dia Single Socket 2 0 With Ear 246 ( Q ) 50 Mm Dia Single Socket 1 0 ( With Ear Weight 3.4 Kg ) 247 ( R ) 80 Mm Dia Single Socket 1 0 ( With Ear Weight 5.50 Kg ) 248 ( S ) 100 Mm Dia Single Socket 1 0 ( With Ear Weight 7.60 Kg ) 249 ( T ) 150 Mm Dia Single Socket 250 H.C.I. Fittings. 251 ( I ) Plain Bend Of Following Size 252 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 2.75 Kg ) 253 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 3.5 Kg ) 254 ( C ) 100 Mm Dia ( Weight Without Ear And Socket 4.5 Kg ) 255 ( D ) 150 Mm Dia ( Weight Without Ear And Socket 4.5 Kg ) 256 ( Ii ) Bend With Door With Following Size 257 ( A ) 50 Mm Dia ( Wight Without Ear And Socket 2.75 Kg ) 258 ( B ) 80 Mm Dia ( Wight Without Ear And Socket 4.00 Kg ) 259 ( C ) 100 Mm Dia Do 5.5 Kg 260 ( D ) 150 Mm Dia Do 261 ( Iii ) Single Junction With Door Of Followings Sizes. 262 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 3.75 Kg ) 263 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 6.50 Kg ) 264 ( C ) 100 Mm Dia Do 9.50 Kg 265 ( D ) 150 Mm Dia Do 266 ( Iv ) Double Junction With Door Of Following Sizes. 267 ( A ) 50 Mm Dia Do 4.5 Kg 268 ( B ) 80 Mm Dia Do 7.00 Kg 269 ( C ) 100 Mm Dia Do 13.00 Kg 270 ( D ) 150 Mm Dia Do 271 ( V ) Heel Rest Bend Of Following Sizes 272 ( A ) 50 Mm Dia 273 ( B ) 80 Mm Dia 274 ( C ) 100 Mm Dia 275 ( D ) 150 Mm Dia 276 ( Vi ) Cowel Of Following Sizes 277 ( A ) 50 Mm Dia ( Weight Without Ear And Socket 2.25 Kg ) 278 ( B ) 80 Mm Dia ( Weight Without Ear And Socket 3.25 Kg ) 279 ( C ) 100 Mm Dia ( Weight Without Ear And Socket 3.25 Kg ) 280 ( D ) 150 Mm Dia Do 281 ( Vii ) 100 Mm Dia P Trap ( Wt Without Ear And Socket ) 8.5 Kg 282 ( Viii ) 100 Mm Dia P Trap ( Wt Without Ear And Socket ) 8.8 Kg 283 ( Ix ) 100 Mm X 80 Mm Floor Trap ( Weight Without Ear And Socket ) 4.00 Kg 284 ( X ) Pass Over 50 Mm X 150 Mm For 50 Mm Projection 285 ( Xi ) Do 100 Mm X 150 Mm For 100 Mm Projection 286 ( Xii ) Inverted Junction Single 100 Mm X 50 ( Weight Without Ear And Socket ) 9.0 Kg 287 ( Xiii ) Inverted Junction Double 100 Mm X 50 Mm X 50 Mm ( Weight Without Ear And Socket ) 12.0 Kg 288 ( Xiv ) H.C.I. Offset 80 Mm Projection Of The Following Size 289 ( A ) 50 Mm Dia ( Weight Without Ear And Socket ) 2.75 Kg 290 ( B ) 80 Mm Dia Do 3.50 Kg 291 ( C ) 100 Mm Dia Do 5.00 Kg 292 ( D ) 150 Mm Dia Do 293 ( Xv ) H.C.I. Socket Of Following Sizes 294 ( A ) 50 Mm Dia ( Weight Without Ear ) 1.50 Kg 295 ( B ) 80 Mm Dia ( Weight Without Ear ) 3.00 Kg 296 ( C ) 100 Mm Dia ( Weight Without Ear ) 4.50 Kg 297 ( D ) 150 Mm Dia ( Weight Without Ear ) Do 298 C.I. Cover With Frame For Manhole And Inspection Chamber 299 ( A ) 600 Mm X 450 Mm Size ( Wt. 39 Kg ) 300 ( B ) 600 Mm X 450 Mm Size ( Wt. 25 Kg ) 301 ( C ) 500 Mm X 450 Mm Size ( Wt. 25 Kg ) 302 C.I. Bracket Pair For W.H.B 303 ( A ) 550 Mm X 400 Mm Size ( 22 X 16 ) 304 ( B ) Do For 12.5 Liter Cistern 305 ( C ) Do For 600 Mm X 450 Mm ( 24 X 18 ) Sink 306 ( D ) 40 Mm X 60 Mm Ms Plate Bracket For Sink As Above 307 ( A ) 32 Mm ( 1 1 / 4 ) C.P. Brass Waste For W.H.B 308 ( B ) 40 Mm ( 1 1 / 2 ) C.P. Brass Waste For W.H.B For Sink 309 ( C ) 32 Mm ( 1 1 / 4 ) C.P. Waste Of White Metal 310 ( D ) 40 Mm ( 1 1 / 2 ) C.P. Waste Of White Metal 311 ( A ) 32 Mm ( 1 1 / 4 ) P.V.C. Waste Pipe 750 Mm Long ( 26 Long ) With Brass Union For W H B 312 ( B ) 40 Mm ( 1 1 / 2 ) P.V.C. Waste Pipe 750 Mm Long ( 26 Long ) With Brass Union For W H B 313 32 Mm ( 1 1 / 4 ) P.V.C. Telescopic Flush Pipe With Brass Union For High Level Cistern 314 Rubber Inserttion 3 Mm ( 1 / 8 ) Thick 315 Pig Lead 316 Yarn 317 Rubber Gasket For C.I Pipe Of Good Quality 318 ( A ) 80 Mm 319 ( B ) 100 Mm 320 ( C ) 125 Mm 321 ( D ) 150 Mm 322 ( E ) 200 Mm 323 ( F ) 250 Mm 324 ( G ) 300 Mm 325 ( H ) 350 Mm 326 ( I ) 400 Mm 327 ( J ) 450 Mm 328 ( K ) 500 Mm 329 ( L ) 600 Mm 330 ( M ) 700 Mm 331 ( N ) 750 Mm 332 ( O ) 800 Mm 333 ( P ) 900 Mm 334 ( Q ) 1000 Mm 335 ( R ) 1200 Mm 336 Cotton Waste 337 Asbestos Suta ( Gland Packing ) 338 Solvent Cement 339 Hydrocloric Acid ( Sepecific Gravity 1.20 ) 340 Cp And Pvc Fitting 341 ( I ) 32 Mm Dia C.P. Waste 342 ( Ii ) 32 Mm Dia Pv C Waste Pipe 750 Mm Long With Coupling 343 ( Iii ) 40 Mm Dia C.P. Waste 344 ( Iv 40 Mm Dia Pvc Waste Pipe 750 Mm Long With Coupling 345 ( V 100 Mm Dia Steel Jali 346 ( Vi ) 15 Mm Dia C.P. Nipple With Coupling ( Short Pieces ) 347 ( Vii ) 50 Mm Dia Pvc Pipe With Coupling 348 Special Type Of C.P. Bath Room Fittings For V.I.P. Buildings ( Jal, Jaquar, Marc Or Equivalent Mark ) 349 ( I ) Pillar Cock ( Isi ) 350 ( Ii ) Pillar Cock ( Long Neck ) 351 ( Iii ) Bib Cock ( Isi ) 352 ( Iv ) Bib Cock ( Long Thread ) 353 ( V ) Angular Stop Cock 354 ( Vi ) Angular Stop Cock ( Long Thread ) 355 ( Vii ) Concealed Stop Cock Reduce ( Isi ) 356 ( Viii ) Concealed Stop Cock Heavy Duty Extra Adjustable Wall Flange 357 ( Ix ) Long Body Bib Cock 358 ( X ) Swan Neck Tap With Left Hand Operating Knob 359 ( Xi ) Central Hole Basin Mixer ( Best Quality ) 360 ( Xii ) Wall Mixer With Telephonic Shower Arrangement 361 ( Xiii ) Wall Mixer With Provision For Over Head Shower With Elbow Coupling And Well Flange 362 ( Xiv ) Wall Mixer 3 In 1 System With Provision For Over Head Shower With Elbow Coupling And Wall Flange 363 ( Xv ) Sink Mixer With Swinging Casted Spout 364 ( Xvi ) Sink Cock With Swinging Casted Spout 365 ( Xvii ) 4 Way Diverter For Concealed Fittings 366 ( Xviii ) Pressure Adjustable Shower With Revolving Joint 367 ( Xix ) Telephone Shower With Flexible Pipe 368 ( Xx ) Flush Cock With Wall Flange ( 25 Mm ) 369 ( Xxi ) Towel Rail 24 370 ( Xxii ) Towel Ring 371 ( Xxiii ) Soap Dish 372 ( Xxiv ) Tumbler Holder 373 ( Xxv ) Toilet Paper Holder 374 ( Xxvi ) Glass Shelf 22 375 ( Xxvii ) Corner Glass Shelf With Bracket 376 ( Xxviii ) Flush Valve Complete With 32 Mm Size Control Cock And Flange 377 C.I Special And Pvc Pipes 378 1. C.I Double Shocketted Fittings Bend Such As Bend, Tee, Taper, 379 ( A ) 80 200 Mm 380 ( B ) 250 700 Mm 381 ( C ) 700 1000 Mm 382 2. C.I Double Flange Fittings Such As Tee, Taper, Tailpiece, Bend Etc 383 ( A ) 80 200 Mm 384 ( B ) 250 700 Mm 385 ( C ) 700 1000 Mm 386 Spare Parts Of Hand Pump 387 Hexagonal Bolt M12x1.75X40mm Long Common To Marks Ii And Iii 388 Hexagonal Nut M12x1.75Mm 389 Washer M12 ( 2.5Mm Thick ) 390 High Tensile Bolt M10x1.5X40mm Long. 391 Nyloc Nut M10x1.5Mm 392 Handle Axle ( Stainless Steel ) 393 Washer For Handle Axle ( 4Mm Thick ) 394 Ball Bearing 6204 Z 395 Spacer For Handle. 396 Chain With Coupling. 397 Hexagonal Bolt For Front Cover M12x1.75Mm Long. 398 Nitrile Rubber Cup Washer For Mark – Ii And Iii 399 Nitrile Sealing Ring Mark – Ii 400 Nitrile Rubber Seating Big For Lower Valve Mark Ii 401 Nitrile Rubber Seating Small For Upper Valve Mark Ii. 402 Hexagonal Rod Coupling M12x1.75X50mm Long. 403 Pump Head Assembly ( G.I. ) With Front Cover, Bolt And Third Plate. 404 Front Cover ( G.I. ) 405 Handle Assembly ( G.I. ) 406 ( A ) Water Tank Assembly For Mark – Ii ( G.I. ) 407 ( B ) Water Tank Assembly For Mark – Iii ( Vlom 65 ) 408 Stand Assembly ( G.I. ) Normal. 409 Stand Assembly ( Telescopic ) ( G.I ) . 410 Connecting Rod 3Mtr. Long With Coupling And Nut ( Electrogalvanized ) 411 A ) Cylinder Assembly Complete Set For Mark Ii 412 B ) Cylinder Assembly Complete Set For Mark Iii ( Vlom 65 ) 413 A ) Upper Valve Assembly Complete Set For India Mark Ii 414 B ) Upper Valve Assembly Complete Set For India Mark Iii ( Vlom 65 ) 415 A ) Lower Valve Assembly Complete Set For India Mark Ii 416 B ) Lower Valve Assembly Complete Set For Im Iii 417 Reducer Cap For Cylinder Mark Ii 418 A ) Plunger Rod ( S.S. ) For Mark – Ii 419 B ) Plunger Rod ( S.S. ) For Mark – Iii 420 Upper Valve Guide ( G.M. ) . 421 Rubber Seat Retainer For Mark Ii 422 Third Plate For Head Assembly ( Galanized ) 423 Cylinder Body With Brass Liner For Im Ii With Reducer Cap For Top And Bottom. 424 Gun Metal Spacer. 425 Check Valve Guide Mark Ii 426 A ) Check Valve Seat For Mark – Ii 427 B ) Check Valve Seat For Mark – Iii 428 Nitrile Rubber “O” Ring ( Vlom 65 ) 429 Push Rod For Mark – Iii ( S.S ) . 430 Check Nut For Push Rod ( S.S. ) . 431 Nitrile Rubber Cup Washer For Vlom 50 432 Nitrile Rubber Sealing Ring For Mark – Iii Vlom 65 433 Nitrile Rubber Seating Big For Lower Valve Mk Ii 434 Nitrile Rubber Seating Big For Lower Valve M Iii Vlom 65 ) 435 Nitrile Rubber Bobbin Vlom 50 436 Nitrile Rubber “O” Ring Vlom 50 437 Nitrile Rubber Cone For Vlom 50 438 Nitrile Rubber Cone For Vlom 65 439 Nitrile Rubber Centralizer 150Mm For ( Vlom 65 ) . 440 Nitrile Rubber Centralizer 125Mm For ( Vlom 65 ) . 441 Nitrile Rubber Centralizer 150Mm For ( Vlom 50 ) . 442 Nitrile Rubber Centralizer 125Mm For Vlom 50 443 Nitrile Rubber Centralizer 100Mm For Vlom 50 444 Water Tank Assembly Mark – Iii Vlom 50 445 Cylinder Assembly Complete Set For Mark – Iii ( Vlom 50 ) 446 Upper Valve Assembly Complete Set For Im Iii ( Vlom 50 ) 447 Lower Valve Assembly Complete Set For Im Iii ( Vlom 50 ) 448 A ) Upper Cap Cylinder Mark – Iii ( Vlom 65 ) 449 B ) Upper Cap Cylinder Mark – Iii ( Vlom 50 ) 450 A ) Bottom Cap For Mark – Iii ( Vlom 50 ) 451 B ) Bottom Cap For Mark – Iii ( Vlom 65 ) 452 Follower For Im Iii 453 Cage For Mark Iii 454 S.S. Hexagonal Bolt M 6X25mm Long. 455 Basic Rate Of Standard I.S.I. Mark Deep Well Hand Pump For India Mark 2, I.S.I. 15500 ( Part 2 ) / 2004 With Latest Revision Including 12Mm X 3Meter Long 8 No. Connecting Rods Made Of Bright Bar Electro Galvanized Fitted With Coupler And Normal Stand Assembly Ecommended For Use With Cylinder Assembly Suitable For Bore Well Dia 100 To 125Mm Casing Pipe. 456 Basic Rate Of Upvc Pipe 125Mm Dia Conforming To I.S.I. Latest Revision Is 12818 / 2016 Cml No. 5543459 457 Basic Rate Of 32Mm G.I. Pipe In 3 Mtrs. Length ( Medium ) With Seamless Socket As Per Relevent B.I.S. Specification Is 1239 ( Part I ) / 2004 458 Di Pipe : Providing And Supplying Isi Mark Centrifugally Cat ( Spun ) Ductile Iron Pipes Of 100 Mm And Above All Diameter For Water Works With Socket And Spigot Ends Confirming To Is 8329 / 2000 In The Standard Working Lengths Of 4.5, 5.5 And 6 M Suitable For Classification K 7 And K 9 Suitable For Push On Joint ( Rubber Gusket D Jointing ) With Cement Mortar Lining Inside The Pipes With Outside Zinc And Bittuminous Coating. Rates Are Ex Factory Excluding Transpotion, Taxes And Duties, Contractor Profit And Overhead Charges Etc.Based On Wpi 100.3 Of May 2020 ( Including Cost Of One No. Gasket For Each Pipe ) 459 Note : ( I ) The Rates Are Exfactory But Exclusive Of Gst And C.P. Based On Wpi 100.3 Of May 2020. ( Ii ) Price Variation Of Di Pipe Will Be Calculated Based On Prevalling Wpi. 460 Size 461 100 Mm Dia 462 150 Mm Dia 463 200 Mm Dia 464 250 Mm Dia 465 300 Mm Dia 466 350 Mm Dia 467 400 Mm Dia 468 450 Mm Dia 469 500 Mm Dia 470 600 Mm Dia 471 700 Mm Dia 472 750 Mm Dia 473 800 Mm Dia 474 900 Mm Dia 475 1000 Mm Dia 476 1100 Mm Dia 477 1200 Mm Dia 478 Size 479 100 Mm Dia 480 150 Mm Dia 481 200 Mm Dia 482 250 Mm Dia 483 300 Mm Dia 484 350 Mm Dia 485 400 Mm Dia 486 450 Mm Dia 487 500 Mm Dia 488 600 Mm Dia 489 700 Mm Dia 490 750 Mm Dia 491 800 Mm Dia 492 900 Mm Dia 493 1000 Mm Dia 494 1100 Mm Dia 495 1200 Mm Dia 496 Providing And Supplying Of Isi Standard Di Specials And Fitting With Sealing Rubber Gasket Of Sbr, Complete With Cast Iron Follower Gland And Ms Nut Bolts Coated Or Otherwise Protected From Rusting And Suitable For Di Pipescomplete As Per Is 9523 Class K 12 ( Ex Factory Rates ) Inspection Charge Transportation , Cp Extra. 497 Socketed 498 100 150 Mm Dia 499 200 300 Mm Dia 500 350 450 Mm Dia 501 500 600 Mm Dia 502 700 Mm Dia 503 800 Mm Dia 504 900 Mm Dia 505 1000 Mm Dia 506 1100 Mm Dia 507 1200 Mm Dia 508 Flanged 509 100 150 Mm Dia 510 200 300 Mm Dia 511 350 450 Mm Dia 512 500 600 Mm Dia 513 700 Mm Dia 514 800 Mm Dia 515 900 Mm Dia 516 1000 Mm Dia 517 1100 Mm Dia 518 1200 Mm Dia 519 Providing And Supplying In Standard Lengths High Density Polyethylene Pipe ( Hdpe Pipe ) Confirming To Is 4984 4984 / 14151 / 12786 / 13488 ( Latest Revision With Necessary Jointing Materials Like Mechanical Connector I.E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joints Excluding Coupler / Specials And Taxes ) . 520 Hdpe Pipe Of Materials Grade Pe80 Pn06 ( Dia In Mm ) 521 25 Mm Dia 522 32 Mm Dia 523 40 Mm Dia 524 50 Mm Dia 525 63 Mm Dia 526 75 Mm Dia 527 90 Mm Dia 528 110 Mm Dia 529 125 Mm Dia 530 140 Mm Dia 531 160 Mm Dia 532 180 Mm Dia 533 200 Mm Dia 534 225 Mm Dia 535 250 Mm Dia 536 280 Mm Dia 537 315 Mm Dia 538 355 Mm Dia 539 400 Mm Dia 540 450 Mm Dia 541 500 Mm Dia 542 Hdpe Pipe Of Materials Grade Pe80 Pn10 ( Dia In Mm ) 543 25 Mm Dia 544 32 Mm Dia 545 40 Mm Dia 546 50 Mm Dia 547 63 Mm Dia 548 75 Mm Dia 549 90 Mm Dia 550 110 Mm Dia 551 125 Mm Dia 552 140 Mm Dia 553 160 Mm Dia 554 180 Mm Dia 555 200 Mm Dia 556 225 Mm Dia 557 250 Mm Dia 558 280 Mm Dia 559 315 Mm Dia 560 355 Mm Dia 561 400 Mm Dia 562 450 Mm Dia 563 500 Mm Dia 564 Providing And Supplying In Standard Lengths High Density Polyethylene Pipe ( Hdpe Pipe ) 25Mm To 500Mm Dia Confirming To Is 4984 4984 / 14151 / 12786 / 13488 ( Latest Revision With Necessary Jointing Materials Like Mechanical Connector I.E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joints Excluding Coupler / Specials And Taxes. 565 Hdpe Pipe Of Materials Grade Pe100 Pn06 ( Dia In Mm ) 566 25 Mm Dia 567 32 Mm Dia 568 40 Mm Dia 569 50 Mm Dia 570 63 Mm Dia 571 75 Mm Dia 572 90 Mm Dia 573 110 Mm Dia 574 125 Mm Dia 575 140 Mm Dia 576 160 Mm Dia 577 180 Mm Dia 578 200 Mm Dia 579 225 Mm Dia 580 250 Mm Dia 581 280 Mm Dia 582 315 Mm Dia 583 355 Mm Dia 584 400 Mm Dia 585 450 Mm Dia 586 500 Mm Dia 587 Hdpe Pipe Of Materials Grade Pe100 Pn10 ( Dia In Mm ) 588 25 Mm Dia 589 32 Mm Dia 590 40 Mm Dia 591 50 Mm Dia 592 63 Mm Dia 593 75 Mm Dia 594 90 Mm Dia 595 110 Mm Dia 596 125 Mm Dia 597 140 Mm Dia 598 160 Mm Dia 599 180 Mm Dia 600 200 Mm Dia 601 225 Mm Dia 602 250 Mm Dia 603 280 Mm Dia 604 315 Mm Dia 605 355 Mm Dia 606 400 Mm Dia 607 450 Mm Dia 608 500 Mm Dia 609 Rcc Esr 610 Designing ( Aesthetically ) , And Constructing Rcc Elevated Service Reservoirs Of Following Capacity With Rcc Staging Consisting Of Columns, Internal And External Bracings Spaced Vertically Not More Than 4.5 Metres Centre To Centre For Esr Having Capacity Upto 500 Cum And Not More Than 6M C / C For Esr Having Capacity Above 500 Cum Including Excavation In All Types Of Strata, Foundation Concrete, Cement Plaster With Water Proofing Compound To The In Side And Out Side Face Of The Container And Also Plaster With Plastic Paint In All Columns And Bracings Including Refilling Disposing Off The Surplus Stuff With In A Lead Of 50 Metres, All Labour And Material Charges Including Lowering, Laying, Erecting, Hoisting And Jointing Of Pipe Assembly Of Inlet, Outlet, Washout, Overflow And Bypass Arrangements As Per Departmental Design, Providing And Fixing Accessories Such As M.S. Ladder Out Side, Stainless Steel Lader In Contenor, C.I. Manhole Frame And Covers, Water Level Indicators, Lightening Conductor, G.I. Pipe Railing Around Walk Way And Top Slab, Providing Stair Case From Ground Level To Roof Level, M.S. Grill Gate Of 2M Height With Locking Arrangement Of Approved Design, B.B. Masonry Chambers For All Valves, Ventilating Shafts, Providing And Applying Three Coats Of Acrylie Emulsion With Silicon Edditives Paint To The Structure Incluing Roof Slab, Epoxy Painting To Internal Surface And Anti Termite Treatment For Under Ground Part Soft He Structure And Giving Satisfactory Water Tightness Test As Per I.S. Code. The Job To Include Painting Then Ame Of The Scheme And Other Details On The Reservoir As Per The Directions Of Engineer In Charge. 611 Notes 612 The Design Of The Structure Be In Accordance With Relevant I.S. Specification ( I.S. 3370 1965 Or Revised. ) 613 The Design Shall Satisfy The Stipulations As Per I.S. 1893 1984 And I.S.13920 / 1993 For Seismic Force And I.S. 11682 / 1985 For R.C.C. Staging Of Over Head Tanks. 614 For Design Having More Than 6 Columns, Suitable Bracing Is Obligatory. 615 Plain Round Mild Steel Bars Grade I Conforming To I.S.432 Part I Orhigh Yield Strength Deformed Bars Conforming To I.S. 1786 Or I.S. 1139 Shall Beused, Grade I Imild Steel Bars Will Not Be Allowed 616 Irrespective Of The Type Of Foundation Proposed In The Design, One Set Of Bracing Be Provided At The Ground Level. 617 These Rates Include Providing M.S. Ladder For E.S.R.S Upto 2 Lakh Litres Capacity And Providing Spiral Stair Case For E.S.R. Above 2 Lakh Litres Capacity. 618 Staging Shall Have To Bede Signed With Stresses Of M 200 Concrete For Esr. However All Rcc Construction Should Be Donein M 250. Structures In Contact With Water Shall Be Designed And Casted In M 300 619 These Rates Are Including The Cost Of Up Lift Pressure If Any And Entire Dewatering During Execution. Incase Of Water Logging Are A Where Water Is Struck At Shallow Depth, Extra Provision Of Dewatering Shall Be Made As Per Site Condition. 620 All Conditions Given In The Member Secretarys Circular No. Mjp / Ts I / 350 / 1668 Dt. 2 8 97 And Mjp / S I / 350 / 2127 Dt. 13 7 99 Shall Be Strictly Followed And Additional Cost, If Any, Due To These Conditions Is Included In The Rates Mentioned Below. 621 75 % Part Rate Shall Be Payable For Reinforcement Concrete And Plastering Items Of Containers Of E.S.R. Till Satisfactory Hydraulic Testing For Water Tightness Is Given; And Till That Work Shall Be Treated As Incomplete. 622 The Rates Indicated In The Table Are Excluding The Cost Of Pipes, Specials And Valves Required For Inlet, Outlet, Washout, Overflow And Bypass Arrangement. The Scope Of Work, However, Includes Cost Of Erecting, Laying And Jointing Of Pipe And Valves Including Cost Of Jointing Materials Upto 5 M Beyond Outer Face Of Outer Most Column ( Cost Of Pipe, Specials And Valves Is Taken As 10% Of The Cost Of Esr As Per Table ) . 623 For Esr Upto 500 Cum Capacity C.I. Double Flanged Pipes Upto 300 Mm Dia Shall Be Provided And C.I. Specials Shall Be Used. For Esr Above 500 Cum Capacity C.I. / M.S. Pipe Assembly With Minimum 8 Mm Thickness Upto 500 Mm Dia And Minimum 10 Mm Thickness Above 500 Mm Dia Can Be Used With Proper Anti Corrosive Epoxy Treatment From In Side And Out Side. 624 Below Mentioned Rates Are For Foundation Swith Individual Footing With Bearing Capacity Of 20 Tonnes Per Square Metre. For Raft Foundations, These Rates Shall Be Increased By 7.5% Where Safe Bearing Capacity ( Sbc ) Is 5 Mt Per Sqm And By 5 % Where Sbc Is More Than 5Mt / Sqm And Upto 10 Mt / Sqm. This % Of 5 % Or 7. 5 % Is Applicable For Estimation Of Amount Of Lumpsum Item Of Esr. For Extra Item Due To Change From Individual Foundation To Raft, Actual Increase In Concrete And Steel Be Paid As Per Relevant Dsr Item. 625 The Rate Shall Be Increased By 30 % For Bearing Piles Upto Depth Of 10 M And For Further Increased In Depth By 5 M Each, It Shall Be Increased By Another 10%. These Rates Are Applicable Where Raft Is Not Feasible. For Pile Foundations Sulphate Resistant Cement Shall Only Beused. Single Pile For The Column Is Not Permitted, Group Of Piles Shall Be Designed With Pile Cap For Each Column Of Esr. 626 The Rates Are Applicable For Staging Height Of 12 M. These Rates Shall Be Increased Or Decreased For Per Metre Variation In This Staging Height As Below : 627 12 To 16 M Staging 2% Per Metre 628 16 To 20 M Staging 3% Per Metre 629 20 M And Above 4% Per Metre 630 For 17 M Staging Height, Percentage Calculation Will Be Like Below : 631 12 To 16 M 4 X 2 = 8% 632 16 And 17 M 1 X 3% = 3% Total = 11% 633 For 21 M Staging Height, Percentage Calculation Will Be Like Below : 634 12 To 16 M 4 X 2 = 8% 635 16 To 20 M 4 X 3% = 12% 636 20And 21 M 1 X 4% = 4% Total = 24% 637 Following Rates Are For Seismic Zone Iii. For Zone Iv, These Rates Shall Be Increased By 5% And For Zone Ii, These Rates Shall Be Decreased By 5%. Concerned Executive Engineer Shall Confirm The Seismic Zone For The Scheme From Seismic Zone Splan Before Estimation And Adopt Appropriate Rates As Per Actual Seismic Zones. ( Seismic Maps Attached In This Csr ) . 638 Notes 639 Conditions From Sr.No.1 To 10 Shall Form A Part And Parcel Of The Tender And Must Be Included In The Draft Tender Papers For Works Of R.C.C. E.S.R. 640 Conditions From Sr.No.11 To 16 Are For Estimation Purpose Only And Shall Not Appear In The Tender. 641 Rates For Rcc Esrs 642 Upto 25, 000 Litres 643 Cost Of 25, 000 Litres Capacity 644 Add For Capacity Above 25, 000 Upto 50, 000 Litres 645 Cost Of 50, 000 Litres Capacity 646 Add For Capacity Above 50, 000 Upto 75, 000 Litres 647 Cost Of 75, 000 Litres Capacity 648 Add For Capacity Above 75, 000 Upto 1, 00, 000 Litres 649 Cost Of 1, 00, 000 Litres Capacity 650 Add For Capacity Above 1, 00, 000 Upto 1, 50, 000 Litres 651 Cost Of 1, 50, 000 Litres Capacity 652 Add For Capacity Above 1, 50, 000 Upto 2, 00, 000 Litres 653 Cost Of 2, 00, 000 Litres Capacity 654 Add For Capacity Above 2, 00, 000 Upto 2, 50, 000 Litres 655 Cost Of 2, 50, 000 Litres Capacity 656 Add For Capacity Above 2, 50, 000 Upto 3, 00, 000 Litres 657 Cost Of 3, 00, 000 Litres Capacity 658 Add For Capacity Above 3, 00, 000 Upto 4, 00, 000 Litres 659 Cost Of 4, 00, 000 Litres Capacity 660 Add For Capacity Above 4, 00, 000 Upto 5, 00, 000 Litres 661 Cost Of 5, 00, 000 Litres Capacity 662 Add For Capacity Above 5, 00, 000 Upto 7, 50, 000 Litres 663 Cost Of 7, 50, 000 Litres Capacity 664 Add For Capacity Above 7, 50, 000 Upto 10, 00, 000 Litres 665 Cost Of 10, 00, 000 Litres Capacity 666 Add For Capacity Above 10, 00, 000 Upto 15, 00, 000 Litres 667 Cost Of 15, 00, 000 Litres Capacity 668 Add For Capacity Above 15, 00, 000 Upto 20, 00, 000 Litres 669 Cost Of 20, 00, 000 Litres Capacity 670 Rcc Gsr And Sump 671 Designing ( Aesthetically ) , And Constructing Rcc Ground Service Reservoirs / Rcc Sumps In M 300 Mix. Of Required Capacity Including Excavation In All Types Of Strata, Foundation Concrete, Container Walls, Bottom Slab Top Rcc Roof Slab / Or Dome, 20 Mm Thick Cement Plaster With Water Proofing Compound In Cm 1:3 Proportion. To Inside Face Of The Container, Including Epoxy Paint From Inside Including Refilling And Disposing Of Surplus Stuff Within Lead Of 50 M, All Labour And Material Charges, For Laying And Jointing Of Pipe Assembly For Inlet, Outlet Washout, Over Flow And Bye Pass Arrangement Consisting Of C.I. / M.S. D / F. Pipes, Specials And Valves Of Given Diameters, Providing And Fixing Accessories Such As M.S. Ladder Inside And Outside, C.I. Manhole Frame And Cover, Water Top Slab, B.B. Masonry Chamber For All Valves, Ventilating Shafts, Including Giving Satisfactory Hydraulic Test And Water Tightness Test As Per Is Code And Providing Three Coat Of Cement Paints To All Expose Surface Of Structure Including Roof Surface Etc. Complete As Per Design Data, Criteria, Obligatory Requirements And Detailed Specifications. 672 Anti –Termite Treatment Shall Be Given For Under Ground Portion Of The Structure. 673 Notes 674 The Design Shall Be In Accordance With Various Relevant I.S. Specification ( I.S.456 / 2000, I.S.875 1987, I.S.3370 1965 Or Revised. ) 675 Only M.S. Bars Grade I Conforming To I.S. 432 Part I Or High Yield Strength Deformed Bars Conforming To I.S. 1786 Or I.S.1139 Shall Be Used.Grade Ii M.S. Bars Shall Not Be Used. 676 Entire Structure Shall Be In M 300 Only. 677 The Scope Of Pipe Assembly Work Shall Be Upto 5 Metre Beyond Out Side Face Of The Wall, Cost Of Pipes Valves And Specials Is Not Included In The Rate But Labour Cost For Laying And Jointing Is Included. 678 The G.S.R. / Sump Above 15 Lakh Litres Capacity Shall Be In Two Compartment. 679 The Job Includes Designing The Structure For Up Lift Pressure And Dewatering If Required During Entire Execution And Disposal Of Surplus Excavated Stuff Within Lead Of 50 Metres As Directed By Engineer In Charge. If Up Lifts Considered In Design, Then These Rates Shall Be Increased By 7.5%. 680 G.S.R. Outlets Shall Be With Bell Mouth Of Approved Pattern In Bottom Slab And Cost Of Designing Bell Mouth Is Included In The Rate. Sump Well Includes Cost Of Suction Pit Required At Bottom. 681 For Pipe Diameters Upto 300Mm Only Cipipes And Ci Specials Shall Be Used. For Pipe Diameters Above 300Mm, M.S. Pipes And Specials Minimum 10Mm Thick Shall Be Used With Proper Anti Corrosive Epoxy Treatment From Inside And Outside. 682 Cost Of Pump House Is Not Included In These Rates. 683 Above Rates Are Applicable For Seismic Zones 2, 3 And 4. 684 75% Part Rate Shall Be Payable For Reinforcement, Concrete And Plastering Items Of All Types Of G.S.R. Sand Sump Still Satisfactory Hydraulic Testing For Water Tightness Test Is Given And Till That Work Shall Be Treated As Incomplete. 685 10% Shall Be Added For Sump If Over Head Pump House Is Proposed. 686 Note: Conditions From Sr.No.1 To 11 Shall Form A Part And Parcel Of Tender And Must Be Included In The Draft Tender Papers For Work Of R.C.C .Gsrs And Sumps. 687 Rates For Rcc Gsrs And Sumps 688 Upto 25, 000 Litres 689 Cost Of 25, 000 Litres Capacity 690 Add For Capacity Above 25, 000 Upto 50, 000 Litres 691 Cost Of 50, 000 Litres Capacity 692 Add For Capacity Above 50, 000 Upto 75, 000 Litres 693 Cost Of 75, 000 Litres Capacity 694 Add For Capacity Above 75, 000 Upto 1, 00, 000 Litres 695 Cost Of 1, 00, 000 Litres Capacity 696 Add For Capacity Above 1, 00, 000 Upto 1, 50, 000 Litres 697 Cost Of 1, 50, 000 Litres Capacity 698 Add For Capacity Above 1, 50, 000 Upto 2, 00, 000 Litres 699 Cost Of 2, 00, 000 Litres Capacity 700 Add For Capacity Above 2, 00, 000 Upto 3, 00, 000 Litres 701 Cost Of 3, 00, 000 Litres Capacity 702 Add For Capacity Above 3, 00, 000 Upto 5, 00, 000 Litres 703 Cost Of 5, 00, 000 Litres Capacity 704 Add For Capacity Above 5, 00, 000 Upto 10, 00, 000 Litres 705 Cost Of 10, 00, 000 Litres Capacity 706 Addforcapacityabove10, 00, 000Upto15, 00, 000 Litres 707 Cost Of 15, 00, 000 Litres Capacity 708 Add For Capacity Above 15, 00, 000 Litres 709 Note: 10% Shall Be Added Over The Cost Of Gsr For Sump Where Over Head Pump House Is Proposed. 710 Unconventional Water Treatment Plant 711 Designing ( Aesthetically ) , Providing And Constructing High Rate Unconventional Water Treatment Plant I.E. Simplified Water Treatment Plant Consisting Of Civil Works Including Cost Of Providing And Applying Epoxy Paint To Inside Surface Of Water Retaining Structures In Contact With Chlorine And Providing Anti Termite Treatment To Entire Structure Below Ground Level, Ceramic Tiles For Floring, Acrylic Emulsion With Silicon Additives Paint From Outside Stainless Steel Railing, Mechanical And Electrical Components Of Various Sub Works As Given Below : Including Necessary Hydraulic Testing, Structural Testing And Trial For 3 Months, Etc. Complete As Directed By Engineer In Charge ( Turn Key Job ) Works. 712 Aeration Fountain 713 Inlet Arrangements 714 Mixing Channel With Ventury Flume And Flow Measuring Arrangement 715 Inlet Channel 716 Flocculator Conforming To I.S. 7208 1974 ( Type C ) With Detention Period Of 30 Minutes 717 Tube Settlers Designing, Fabricating And Constructing Tube Settlers With Square Or Any Other Shaped Tube Like Circular, Cheveron, Hexagonal Etc .Having Proven Performance 718 Rapid Sand Gravity Filters All Valve Shall Be Glandless. 719 Filter House 720 Chemical House 721 Alum Tanks 2Nos. With Mixing, Carrying And Dosing Arrangements With Piping. 722 100 Kg Chlorine Cylender For Capacity Upto 5Mld And Chlorine Tonner For Capacity Above 5 Mld. 723 Tcl Solution Tank With Mixing, Carrying And Dosing Arrangement With Piping. 724 Bypass Arrangement 725 External And Internal Electrification 726 Laboratory Equipments 727 Wash Water Tanks Of Capacity Equal To12 Minutes To Wash Specified Number Of Filter Beds At Time At 600 Lit / M2 / M Under Head Of 12M At Under Drain. 728 Wash Water Pumps With 100% Standby 729 Air Blowers Capable Of Delivering 600 Lmp Per Square Metre Of Free Air Of Filter Area At 0.4 Kg / Sqcm At The Under Drains ( 100 % Standby ) . Air Blowers Shall Be Adopted For Wtp Having Capacity More Than 3 Mld Only. Below 3 Mld Capacity, Air Blowers Shall Not Be Adopted. 730 Pure Water Sump Of Capacity Equal To 1 Hour Pumping Capacity. 731 Pure Water Pump House Over The Sump / By The Side Of Sump. 732 Drainage Arrangements 733 Alum Store 734 Sanitary Block With Necessary Water Supply And Drainage Arrangements And Internal Wbm Roads. 735 These Rates Are Applicable For Seismic Zones 2, 3 And 4. 736 Rates Given Below Are Inclusive Of Uplift Pressure If Any And Dewatering During The Entire Work. 737 All Rcc Structures Shall Be Constructed In M 250. Structures In Contact With Water Shall Be In M 300. 738 Unconventional Treatment Plants Less Than 1 Mld Capacity Shall Not Be Constructed. 739 All The Structural Steel Works / Fabrications Are To Be Provided With Application Of Hot Dip Zinc Coating According To Specification As Per Is 4759:1996 ( Reafirmed 2006 ) . 740 Note: Conditions From Sr. No. 1 To 28 Shall Form A Part And Parcel Of The Tender And Must Be Included In Draft Tender Papers For The Work Of Unconventional Treatment Plants. 741 Unconventional Water Treatment Plant 742 Fixed Cost For 1 Mld 743 Add For Capacity Above 1 Mld Upto 2 Mld 744 Cost Of 2 Mld Treatment Plant 745 Add For Capacity Above 2 Mld Upto 3 Mld 746 Cost Of 3 Mld Treatment Plant 747 Conventional Water Treatment Plant 748 Designing ( Aesthetically ) , Providing Constructing And Commissioning Conventional Water Treatment Plant Consisting Of All Civil, Mechanical And Electrical Works Including Cost Of Providing And Applying Epoxy Paint To Inside Surface Of Water Retaining Structures In Contact With Chlorine And Providing Antitermite Treatment To Entire Structure Below Ground Level, Mechanical And Electrical Components Of Various Sub Works As Given Below, Including Necessary Hydraulic Testing, Structural Testing, Equipment Testing And Trial Run For A Period Of 3 Months, Etc. Complete As Directed By Engineer In Charge ( Turn Key Job ) . 749 Aeration Fountain Plan Are A Not Less Than 0.625 Square Metre Per Mld 750 Ventury Flume With Necessary Devices, Consisting Of Simple Mechanical Indicator. ( Pedestal Type Gauge ) 751 Flash Mixer Rapid Mixing Device, Detention Time 60 Seconds To Give Velocity Gradient 300 To 400 Sec 1, Vane Mixer Type Conforming To I.S. 7090 Of 1985. 752 Flocculator – Conforming To I.S.7208 1974 ( Type C ) With Detention Period Of 30 Minutes. 753 Clarifier Horizontal Flow Circular Tank, Detention Period 2 5 Hours, Overflow Rate 30 Cubic Metre Per Square Metre Per Day ( To Be Specified ) , Weir Loading Not More Than 300 Cubic Metre Per Metre Per Day, With Mechanical Sludge Scraper Conforming To I.S. No. 10313 1982. 754 Rapid Sand Filter Sand Filter House Filter Designed For Filteration Rate Of 5, 000 Litres Per Square Metre Per Hour, Minimum 2 Beds For Plant Upto 10 Mld, For Larger Plants As Specified, Filters To Be Located In Filter House With Roof Slab, Pipe Gallery And Platform Minimum 5.5 Metre In Width. 755 Filtersand Effective Size 0.45 To 0.70Mm, Uniformity Coefficient Not More Than 1.7, Nor Less Than 1.3, Depth Of Water Over Sand 0.75M, Free Board 50Cm, Gravel 0.45M In Depth, Sand And Gravel Conforming To I.S. 8491 ( I ) 77, Back Wash By Air Wash, Stand Ard Appurtenances ( To Be Specified ) , Rate Of Flow Controller, Filter Gauge, Sand Expansion Gauge, Etc. 756 Wash Water Tank Capacity To Be Specified And Suitable To Supply Water To Wash 2 Filter Units At A Time Where The Units Are 4 Or More. 757 Wash Water Pumps Capacity To Fill Water Tank In 1 Hour With 100% Standby. 758 Air Blowers Capable Of Delivering 600 Lmp Per Square Metre Of Free Air, Of Filter Area At 0.4Kg / Sqcm At The Under Drains ( 100% Standby ) . 759 Chemical House In Two Storeys 760 Ground Floor To Accommodate 7 Days Alum Requirement And Sundry Storage. 761 First Floor To Accommodate Alum And Lime Tanks. Etc. 762 Solution Tanks Minimum 3 Tanks ( One For Preparation, Second For Dosing And Third As Standby ) , Each Tank Capable Of Giving 8 Hours Maximum Dose Without Interruption, Minimum Free Board 0.30M, Trays For Dissolving, Level Indicator, Mechanical Agitation Devices, Solution Feed And Drain Lines, Solution Feed Device ( Constant Head Device, Strength Of Solution Upto 10% Only ) Conforming To I.S. 9222 Part I 1979. 763 Pure Water Sump And Sump House. 764 Capacity Of Sump – One Hour Of Designed Flow. 765 Pump House Pump House Of Required Size Over The Sump Or By The Side. 766 Store House Suitable For Alum Storage Of Three Months Requirement In Monsoon With 10% Extra Capacity For Other Sundry Articles. 767 Vacuum Feed Type Chlorinators Make Tobe Approved By Mjp. 768 Conforming To I.S. 10533 A Part Ii 1983 769 Rate For Withdrawal 770 Temperature Kg. Of Chlorine Discharge Degree C Per Day ( Cylinders ) 771 45 67 Tonnes 772 10 6.35 9.50 110 773 15 10.75 16.10 130 774 20 14.50 21.24 254 775 27Andabove 18.70 28.12 315 776 Chlorinator Equipment And Container Room To Conform To I.S. 10553 Part I 1983. 777 100% Standby Shall Be Provided. 778 By Pass Arrangements C.I. Or M.S. Pipes. 779 Disposal Of Waste From Wtp: Safe Disposal Arrangement To Near By Nala Including Cost Of Pipe 780 For Wtp Of Capacity 30 Mld And More Additional Arrangement For Backwash Water Recycle Shall Be Provided, Including Sump, Pupming Machinary, Rising Main Etc Complete 781 Drainage Arrangements – Rcc Pipes Up To Plot Boundary. 782 Electrical Installation – Both Internal And External Including Entire Plant Area. 783 Laboratory Equipment –As Per Requirement ( To Be Specified During Tendering ) . 784 Sanitary Blocks – Carpet Area 15 Square Metre Minimum Upto 25 Mld And 25 Square Metre Above 25 Mld. 785 Administrative Block And Internal Road To Accommodate Office Room, Chlorine Room, Laboratory Room, Panel Board Room, Blower Room Etc. And Wbm Road To Connect All Units From Main Gate Of Plot. 786 Rates Given Below Are Inclusive Of Up Lift Pressure If Any And Dewatering During Entire Work. 787 All Pipes Condutes Channels With20%Overloading 788 These Rates Are Applicable For Seismic Zones 2, 3 And 4. 789 All Rcc Structures Shall Be Constructed In M 300. 790 Note: Conditions From Sr. No. 1 To 22 Shall Form A Part And Parcel Of The Tender And Must Be Incorporated In Draft Tender Papers Of Conventional Treatment Plants ( Proposed ) . 791 Conventional Water Treatment Plant 792 Above 3 Mld To Upto 5 Mld 793 Cost Of 5 Mld Treatment Plant 794 Add For Capacity Above 5Mld Upto 10 Mld 795 Cost Of 10 Mld Treatment Plant 796 Add For Capacity Above 10 Mld Upto 20 Mld 797 Cost Of 20 Mld Treatment Plant 798 Add For Capacity Above 20 Mld Upto 50 Mld 799 Cost Of 50 Mld Treatment Plant 800 Add For Capacity Above 50 Mld Upto 100 Mld 801 Cost Of 100 Mld Treatment Plant 802 Add For Capacity Above 100 Mld 803 Gpt / Hygpt : Drilling By Rotary Drill Machine Of Size 300Mm And 400Mm Dia With T.C. Drill Bit For Tubewells In All Kinds Of Soil Including Moorum, Hard Soil, Soil Mixed With Pebbles, Shingles, Compacted Soil, Clay, Soft And Decomposed Rock Etc, Up To 60 Meters Depth Including Reaming To Facilitate Smooth Lowering Of Casing Pipe Etc. As Per Specification And Direction Of E / I ( Basic Rates ) 804 300 Mm Dia For Gpt 805 400 Mm Dia For Hygpt 806 Hydt : Cost Of Drilling 200 Mm X 165 Mm X 125 Meter Deep Bore Well In All Kinds Of Soil And Rock In Rural Area For Installation Of Pump Set With Hydraulic Dth Rig Machine, All Complete Including Supplying All Materials, Tools, Drilling Rig, Air Compressor And Equipments, As Well As Fuel, Lubricants And Cost Of Transportation Of Rig Machine And Other Vehicles Up To The Site ( Basic Rates ) 807 From 0 50 Meter 808 From 51 125 Meter 809 Ms Pipe 810 Supplying All Tools, Tackles And Lowering Of 200 Mm Dia Ms Erw Casing Pipe Of 6Mm Wall Thickness Including Welding Charges, Cost Of Pipe Etc . All Complete Job ( Basic Rates ) 811 Supplying All Materia;Ls, Labours, Tools And Equipments For Fitting And Fixing 200Mm Dia Ms Cap Over Casing Pipe Complete Job ( Basic Rates ) 812 Dt : Basic Rates For 125 / 115 Mm Dia Drilled Tube Well For Drilling In All Kinds Of Soil And Rock For Installation Of Hand Pump With Dth Rig Machine All Complete Including Supplying All Materials, Labours, Tools, Drilling, Rigs, Air Compressor And Equipments As Well As Fuel Lubricant, For Making 125 / 115 Mm Dia Boring Etc. And Cost Of Transporting Rig Machine And Other Vehicle Up To Site Of Work As Per Specification And Dirrection Of Engineer Incharge ( Basic Rates ) 813 Drillig Upto 30 Mtr Depth Below G. L. In Rural Area 814 Drilling Beyond 31 Mtr Upto 60 Mtr Below G. L. In Rural Area 815 Trenchless 816 Installation Of Product Pipe By Manual Pipe Jacking Method Including Making Of Entry And Exit Pits All Related Civil Works Like Excavation , Shoring / Strutting Etc Manual Shielded Excation , Lowering Of Pipe Segments In The Jacking Pit Laying And Jointing Of Product Pipeline Through Jacking Process From The Jacking Pit And Restoration Of Site After Project Completion As Per The Instruction Of The Engineering In Charge All Complete Exept The Cost Of The Pipe Average Cover Of 1.5 Depth Below Gi ( Upto 100 Meter Installation Length ) 817 From 900 Mm To 1000 Mm Dia 818 In Soft Soil 819 In Hard Soil 820 In Sandy Soil 821 In Stone Soil 822 From 1000 Mm To 1200 Mm Dia 823 In Soft Soil 824 In Hard Soil 825 In Sandy Soil 826 In Stone Soil 827 Above 1200 Mm To 1500 Mm Dia 828 In Soft Soil 829 In Hard Soil 830 In Sandy Soil 831 In Stone Soil 832 Installation Of Product Pipe By Auger Boring Method Including Making Of Entry And Exit Pits All Related Civil Works Like Excavation , Shoring / Strutting Etc Shielded Excavation , Through Auger Boring Process Lowering Of Pipe Segments In The Jacking Pit Laying And Jointing Of Product Pipeline Through Jacking Process From The Jacking Pit And Restoration Of Site After Project Completion As Per The Instruction Of The Engineering In Charge All Complete Exept The Cost Of The Pipe Average Cover Of 1.5 Depth Below Gi ( Upto 100 Meter Installation Length ) 833 Upto 300 Mm Dia 834 In Soft Soil 835 In Hard Soil 836 In Sandy Soil 837 In Stone Soil 838 Above300 Mm To 450 Mm Dia 839 In Soft Soil 840 In Hard Soil 841 In Sandy Soil 842 In Stone Soil 843 Above 450 Mm To 600 Mm Dia 844 In Soft Soil 845 In Hard Soil 846 In Sandy Soil 847 In Stone Soil 848 Above 600 Mm To 900 Mm Dia 849 In Soft Soil 850 In Hard Soil 851 In Sandy Soil 852 In Stone Soil 853 Installation Of Product Pipe By Guided Auger Boring Method Including Making Of Entry And Exit Pits All Related Civil Works Like Excavation , Shoring / Strutting Etc Shielded Excavation , Through Auger Boring Process Lowering Of Pipe Segments In The Jacking Pit Laying And Jointing Of Product Pipeline Through Jacking Process From The Jacking Pit And Restoration Of Site After Project Completion As Per The Instruction Of The Engineering In Charge All Complete Exept The Cost Of The Pipe Average Cover Of 1.5 Depth Below Gi ( Upto 100 Meter Installation Length ) 854 Upto 300 Mm Dia 855 In Soft Soil 856 In Hard Soil 857 In Sandy Soil 858 In Stone Soil 859 Above300 Mm To 450 Mm Dia 860 In Soft Soil 861 In Hard Soil 862 In Sandy Soil 863 In Stone Soil 864 Above 450 Mm To 600 Mm Dia 865 In Soft Soil 866 In Hard Soil 867 In Sandy Soil 868 In Stone Soil 869 Above 600 Mm To 900 Mm Dia 870 In Soft Soil 871 In Hard Soil 872 In Sandy Soil 873 In Stone Soil 874 Providing And Supplying Isi Mark Ci / D / F Reflux Valves ( Non Return Valves ) Of Following Dia Inspection Charges Unloading From Railway Wagon , Loading Into Truck Transportation Upto Department Stores / Site Unloading Stacking Etc. Complete Reflux Valve As Per Is 5312 Part I ( 1984 ) 875 Without Byepass Arrangement Pn 1 876 50 Mm 877 65 Mm 878 80 Mm 879 100 Mm 880 125 Mm 881 150 Mm 882 200 Mm 883 250 Mm 884 300 Mm 885 350 Mm 886 400 Mm 887 450 Mm 888 500 Mm 889 600 Mm 890 700 Mm 891 750 Mm 892 800 Mm 893 900 Mm 894 1000 Mm 895 1100 Mm 896 1200 Mm 897 With Byepass Arrangement Pn 1 898 50 Mm 899 65 Mm 900 80 Mm 901 100 Mm 902
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Due Date : 29/04/2022
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