Construction Of Distribution System, Cwrs, Feeder Main, Service Cwrs, And Electrical & Mechanical Work Etc At New Tehripumping Water Supply Scheme.- 1 Reorganization New Tehri W / S Scheme Of Different Villages In Jjm Programe Under New Tehri Pumping W / S Scheme 2 Rising Main Line 3 Providing Of All Materials, Carting From Site Store To Site Of Work, Lowering Into Trenches With True To Alignment, Laying Of Ms Erw Pipes Grade Yst 210, Jointing By Electric Welding Process With Proper Grade Of Eletrodes Suitable For Jointing Of Water Supply Pipe Lines ( Ador, L&T Or Equivalent Electrodes ) By Cutting Of Pipes And Making Required Bends By Welding, Completion Of Work With Testing Of Pipe Line Etc Complete. 4 350 Mm Dia 7.9 Mm Thick 5 300 Mm Dia 7.9 Mm Thick 6 Excavation Of Earth For Pipe Line In Trenches With Lift Up To 1.50 M. & Lead Up To 30 M. Including Refilling, Watering, Ramming, Of Excavated Earth Into The Trenches And Removal Of Surplus And Removal Of Surplus Earth Up To A Distance Of 60 M. Form Trenches Including Supply Of Labour, T&P Etc. All Complete ( Assuming That 90% Pipe Line Is Laid In Trenches. It Is Estimated That 75% Excavation Will Be In Soil Mixed With Shingle Bajri & Boulders And 25% Will Be In Medium Rocks.For New Pipe Line. 7 P.C.C.1:4:8 Includingall Material Labour T&P Etc On Rr, Drain Works, Pipeline Works 8 C.I. D / F Sluice Valves Confirming To Is: 14846-2000 ( Kirloskar Or Equivalent ) 9 Pressure Pn 1.6 10 300 Mm Dia 11 350 Mm Dia 12 Pressure Pn 1.6 Non Return Valve 13 300 Mm Dia 14 350 Mm Dia 15 Random Rubble Stone Masonry Laid In 1:6 Cement And Sand Mortar, In Breast Walls, Retaining Walls, Parapets, Scuppers, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction 16 Village- Bagi 17 Providing, Supply And Carting, Laying Jointing Fixing And Testing Of G.I. Screwed Pipe With Spcials In Trenched ( Including Cost Of Jointing Materials Like White Lead, Hemp And Oil Etc. ) Testing Of Pipe ( Medium Quality ) Including Cutting And Threading Etc. Complete 18 25 Mm Dia. 19 32 Mm Dia. 20 40 Mm Dia. 21 50 Mm Dia. 22 Excavation Of Earth For Pipe Line In Following Strata Lift Upto 30 M. Including Refilling, Watering, Ramming Of Excavated Earth Into The Trenches And Removal Of Surplus Earth Upto A Distance Of 60 M. From Trenches Including Suply Of Labour, T&P Etc. All Complete ( Assuming That 90% Pipe Line Is Laid In Trenches. It Is Estimated That 75% Excavation Will Be In Soil Mixed With Shigle, Bajri And Boulders And Rest 25% Will Be In Medium Rocks. 23 Supply And Fixing Of The Following Fittings Including Cartage Of Materials, Labour, T&P Etc. Complete :- 24 Wheel Valve ( Class-I ) As Per Is :788 / 1971 25 25 Mm Dia. 26 32 Mm Dia. 27 50 Mm Dia. 28 Random Rubble Stone Masonry Laid In 1:6 Cement And Sand Mortar, In Breast Walls, Retaining Walls, Parapets, Scuppers, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction 29 Village- Chawadat 30 Providing, Supply And Carting, Laying Jointing Fixing And Testing Of G.I. Screwed Pipe With Spcials In Trenched ( Including Cost Of Jointing Materials Like White Lead, Hemp And Oil Etc. ) Testing Of Pipe ( Medium Quality ) Including Cutting And Threading Etc. Complete 31 15 Mm Dia. 32 25 Mm Dia. 33 32 Mm Dia. 34 40 Mm Dia. 35 Excavation Of Earth For Pipe Line In Following Strata Lift Upto 30 M. Including Refilling, Watering, Ramming Of Excavated Earth Into The Trenches And Removal Of Surplus Earth Upto A Distance Of 60 M. From Trenches Including Suply Of Labour, T&P Etc. All Complete ( Assuming That 90% Pipe Line Is Laid In Trenches. It Is Estimated That 75% Excavation Will Be In Soil Mixed With Shigle, Bajri And Boulders And Rest 25% Will Be In Medium Rocks. 36 Supply And Fixing Of The Following Fittings Including Cartage Of Materials, Labour, T&P Etc. Complete :- 37 Wheel Valve ( Class-I ) As Per Is :788 / 1971 38 40 Mm Dia. 39 Random Rubble Stone Masonry Laid In 1:6 Cement And Sand Mortar, In Breast Walls, Retaining Walls, Parapets, Scuppers, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction 40 Village- Jakh ( Supply Main ) 41 Providing, Supply And Carting, Laying Jointing Fixing And Testing Of G.I. Screwed Pipe With Spcials In Trenched ( Including Cost Of Jointing Materials Like White Lead, Hemp And Oil Etc. ) Testing Of Pipe ( Medium Quality ) Including Cutting And Threading Etc. Complete 42 25 Mm Dia. 43 32 Mm Dia. 44 Excavation Of Earth For Pipe Line In Following Strata Lift Upto 30 M. Including Refilling, Watering, Ramming Of Excavated Earth Into The Trenches And Removal Of Surplus Earth Upto A Distance Of 60 M. From Trenches Including Suply Of Labour, T&P Etc. All Complete ( Assuming That 90% Pipe Line Is Laid In Trenches. It Is Estimated That 75% Excavation Will Be In Soil Mixed With Shigle, Bajri And Boulders And Rest 25% Will Be In Medium Rocks. 45 Supply And Fixing Of The Following Fittings Including Cartage Of Materials, Labour, T&P Etc. Complete :- 46 Wheel Valve ( Class-I ) As Per Is :788 / 1971 47 32 Mm Dia. 48 Random Rubble Stone Masonry Laid In 1:6 Cement And Sand Mortar, In Breast Walls, Retaining Walls, Parapets, Scuppers, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction 49 Village- Jakh ( Cwr ) 50 Supply Of All Meterials, Labour, T&P And Construct R.C.C. C.W.R. As Per Drawing Including Cost Of All Pipes And Fittings All Complete 51 45 Kl Cap. 52 Random Rubble Stone Masonry Laid In 1:6 Cement And Sand Mortar, In Breast Walls, Retaining Walls, Parapets, Scuppers, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction 53 Excavation Of Earth For Pipe Line In Following Strata Lift Upto 30 M. Including Refilling, Watering, Ramming Of Excavated Earth Into The Trenches And Removal Of Surplus Earth Upto A Distance Of 60 M. From Trenches Including Suply Of Labour, T&P Etc. All Complete ( Assuming That 90% Pipe Line Is Laid In Trenches. It Is Estimated That 75% Excavation Will Be In Soil Mixed With Shigle, Bajri And Boulders And Rest 25% Will Be In Medium Rocks. 54 Village- Jakh ( Distribution Work ) 55 Providing, Supply And Carting, Laying Jointing Fixing And Testing Of G.I. Screwed Pipe With Spcials In Trenched ( Including Cost Of Jointing Materials Like White Lead, Hemp And Oil Etc. ) Testing Of Pipe ( Medium Quality ) Including Cutting And Threading Etc. Complete 56 15 Mm Dia 57 20 Mm Dia. 58 25 Mm Dia. 59 32 Mm Dia. 60 40 Mm Dia. 61 50 Mm Dia. 62 Excavation Of Earth For Pipe Line In Following Strata Lift Upto 30 M. Including Refilling, Watering, Ramming Of Excavated Earth Into The Trenches And Removal Of Surplus Earth Upto A Distance Of 60 M. From Trenches Including Suply Of Labour, T&P Etc. All Complete ( Assuming That 90% Pipe Line Is Laid In Trenches. It Is Estimated That 75% Excavation Will Be In Soil Mixed With Shigle, Bajri And Boulders And Rest 25% Will Be In Medium Rocks. 63 Supply And Fixing Of The Following Fittings Including Cartage Of Materials, Labour, T&P Etc. Complete :- 64 Wheel Valve ( Class-I ) As Per Is :788 / 1971 65 32 Mm Dia. 66 40 Mm Dia. 67 50 Mm Dia. 68 Providing And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Is:8931 : 15 Mm Nominal Bore 69 Dismantling Of Following Dia Screwed And Socketed G.I. Pipes, Specials And Fittings Including Taking Out Of Dismantled G.I. Pipes And Specialsfrom Trenches And Stacking Them Properly Within 50M But Excluding The Cost Of Earth Work ( Note :- This Item Shall Be Paid With The Condition That The Recovered Pipe From Dismantling Is Reusable. ) 70 20 Mm 71 25 Mm 72 Carting , Laying , Jointing , Fixing , And Testing Of 20Mm Diameter G.I. Screwed Pipes With Specials And Fittings In Trenches Under Ground, Outside The Building Including Cutting, Threading Etc. Complete 73 20 Mm 74 25 Mm 75 Random Rubble Stone Masonry Laid In 1:6 Cement And Sand Mortar, In Breast Walls, Retaining Walls, Parapets, Scuppers, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction 76 Village- Kutha 77 Supply Of All Meterials, Labour, T&P And Construct R.C.C. C.W.R. As Per Drawing Including Cost Of All Pipes And Fittings All Complete 78 50 Kl Cap. 79 Random Rubble Stone Masonry Laid In 1:6 Cement And Sand Mortar, In Breast Walls, Retaining Walls, Parapets, Scuppers, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction 80 Dismantelling Of Existing Masonry Tank 81 Kutha ( Distribution ) 82 Providing, Supply And Carting, Laying Jointing Fixing And Testing Of G.I. Screwed Pipe With Spcials In Trenched ( Including Cost Of Jointing Materials Like White Lead, Hemp And Oil Etc. ) Testing Of Pipe ( Medium Quality ) Including Cutting And Threading Etc. Complete 83 15 Mm Dia. 84 20 Mm Dia. 85 25 Mm Dia. 86 32 Mm Dia. 87 40 Mm Dia. 88 50 Mm Dia. 89 65 Mm Dia. 90 Excavation Of Earth For Pipe Line In Following Strata Lift Upto 30 M. Including Refilling, Watering, Ramming Of Excavated Earth Into The Trenches And Removal Of Surplus Earth Upto A Distance Of 60 M. From Trenches Including Suply Of Labour, T&P Etc. All Complete ( Assuming That 90% Pipe Line Is Laid In Trenches. It Is Estimated That 75% Excavation Will Be In Soil Mixed With Shigle, Bajri And Boulders And Rest 25% Will Be In Medium Rocks. 91 Supply And Fixing Of The Following Fittings Including Cartage Of Materials, Labour, T&P Etc. Complete :- 92 Wheel Valve ( Class-I ) As Per Is :788 / 1971 93 25 Mm Dia. 94 32 Mm Dia. 95 40 Mm Dia. 96 Supply Of All Materials, Labour, T&P Etc. And Construct Wheel Valve Chambers As Per Type Design ( 0.60X0.60X0.60M ) 97 Random Rubble Stone Masonry Laid In 1:6 Cement And Sand Mortar, In Breast Walls, Retaining Walls, Parapets, Scuppers, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction 98 Village- Pinula Malla 99 Supply Of All Meterials, Labour, T&P And Construct R.C.C. C.W.R. As Per Drawing Including Cost Of All Pipes And Fittings All Complete 100 7.50 Kl Cap. 101 Random Rubble Stone Masonry Laid In 1:6 Cement And Sand Mortar, In Breast Walls, Retaining Walls, Parapets, Scuppers, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction 102 Painula Malla ( Distribution ) 103 Providing, Supply And Carting, Laying Jointing Fixing And Testing Of G.I. Screwed Pipe With Spcials In Trenched ( Including Cost Of Jointing Materials Like White Lead, Hemp And Oil Etc. ) Testing Of Pipe ( Medium Quality ) Including Cutting And Threading Etc. Complete 104 15 Mm Dia 105 20 Mm Dia. 106 25 Mm Dia. 107 32 Mm Dia. 108 40 Mm Dia. 109 Excavation Of Earth For Pipe Line In Trenches With Lift Up To 1.50 M. & Lead Up To 30 M. Including Refilling, Watering, Ramming, Of Excavated Earth Into The Trenches And Removal Of Surplus And Removal Of Surplus Earth Up To A Distance Of 60 M. Form Trenches Including Supply Of Labour, T&P Etc. All Complete ( Assuming That 90% Pipe Line Is Laid In Trenches. It Is Estimated That 75% Excavation Will Be In Soil Mixed With Shingle Bajri & Boulders And 25% Will Be In Medium Rocks.For New Pipe Line 110 Supply And Fixing Of The Following Fittings Including Cartage Of Materials, Labour, T&P Etc. Complete :- 111 Wheel Valve ( Class-Ii ) As Per Is: 788 / 1971 112 32 Mm Dia. 113 40 Mm Dia. 114 Providing, Supply And Carting, Laying Jointing Fixing And Testing Of G.I. Screwed Pipe With Specials In Trenched ( Including Cost Of Jointing Materials Like White Lead, Hemp And Oil Etc. ) Testing Of Pipe ( Medium Quality ) Including Cutting And Threading Etc. Complete. 115 25 Mm Dia. 116 32 Mm Dia. 117 Excavation Of Earth For Pipe Line In Following Strata Lift Upto 30 M. Including Refilling, Watering, Ramming Of Excavated Earth Into The Trenches And Removal Of Surplus Earth Upto A Distance Of 60 M. From Trenches Including Suply Of Labour, T&P Etc. All Complete ( Assuming That 90% Pipe Line Is Laid In Trenches. It Is Estimated That 75% Excavation Will Be In Soil Mixed With Shigle, Bajri And Boulders And Rest 25% Will Be In Medium Rocks. 118 Supply Of All Materials, Labour, T&P Etc. And Construct Wheel Valve Chambers As Per Type Design ( 0.60X0.60X0.60M ) 119 Painula Talla ( Cwr ) 120 Supply Of All Meterials, Labour, T&P And Construct R.C.C. C.W.R. As Per Drawing Including Cost Of All Pipes And Fittings All Complete 121 10 Kl Cap. 122 Random Rubble Stone Masonry Laid In 1:6 Cement And Sand Mortar, In Breast Walls, Retaining Walls, Parapets, Scuppers, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction 123 Excavation Of Earth For Pipe Line In Following Strata Lift Upto 30 M. Including Refilling, Watering, Ramming Of Excavated Earth Into The Trenches And Removal Of Surplus Earth Upto A Distance Of 60 M. From Trenches Including Suply Of Labour, T&P Etc. All Complete ( Assuming That 90% Pipe Line Is Laid In Trenches. It Is Estimated That 75% Excavation Will Be In Soil Mixed With Shigle, Bajri And Boulders And Rest 25% Will Be In Medium Rocks. 124 Painula Talla ( Distribution Main ) 125 Providing, Supply And Carting, Laying Jointing Fixing And Testing Of G.I. Screwed Pipe With Spcials In Trenched ( Including Cost Of Jointing Materials Like White Lead, Hemp And Oil Etc. ) Testing Of Pipe ( Medium Quality ) Including Cutting And Threading Etc. Complete 126 15 Mm 127 20 Mm Dia. 128 25 Mm Dia. 129 32 Mm Dia. 130 Excavation Of Earth For Pipe Line In Following Strata Lift Upto 30 M. Including Refilling, Watering, Ramming Of Excavated Earth Into The Trenches And Removal Of Surplus Earth Upto A Distance Of 60 M. From Trenches Including Suply Of Labour, T&P Etc. All Complete ( Assuming That 90% Pipe Line Is Laid In Trenches. It Is Estimated That 75% Excavation Will Be In Soil Mixed With Shigle, Bajri And Boulders And Rest 25% Will Be In Medium Rocks. 131 Village- Pipli 132 Providing, Supply And Carting, Laying Jointing Fixing And Testing Of G.I. Screwed Pipe With Spcials In Trenched ( Including Cost Of Jointing Materials Like White Lead, Hemp And Oil Etc. ) Testing Of Pipe ( Medium Quality ) Including Cutting And Threading Etc. Complete 133 15 Mm Dia 134 20 Mm Dia. 135 25 Mm Dia. 136 32 Mm Dia. 137 40 Mm Dia. 138 Excavation Of Earth For Pipe Line In Trenches With Lift Up To 1.50 M. & Lead Up To 30 M. Including Refilling, Watering, Ramming, Of Excavated Earth Into The Trenches And Removal Of Surplus And Removal Of Surplus Earth Up To A Distance Of 60 M. Form Trenches Including Supply Of Labour, T&P Etc. All Complete ( Assuming That 90% Pipe Line Is Laid In Trenches. It Is Estimated That 75% Excavation Will Be In Soil Mixed With Shingle Bajri & Boulders And 25% Will Be In Medium Rocks.For New Pipe Line 139 Supply And Fixing Of The Following Fittings Including Cartage Of Materials, Labour, T&P Etc. Complete :- 140 Wheel Valve ( Class-Ii ) As Per Is: 788 / 1971 141 40 Mm Dia. 142 50 Mm Dia. 143 Village- Todi 144 Providing, Supply And Carting, Laying Jointing Fixing And Testing Of G.I. Screwed Pipe With Spcials In Trenched ( Including Cost Of Jointing Materials Like White Lead, Hemp And Oil Etc. ) Testing Of Pipe ( Medium Quality ) Including Cutting And Threading Etc. Complete 145 15 Mm Dia. 146 20 Mm Dia. 147 25 Mm Dia. 148 32 Mm Dia. 149 40 Mm Dia. 150 50 Mm Dia. 151 Excavation Of Earth For Pipe Line In Following Strata Lift Upto 30 M. Including Refilling, Watering, Ramming Of Excavated Earth Into The Trenches And Removal Of Surplus Earth Upto A Distance Of 60 M. From Trenches Including Suply Of Labour, T&P Etc. All Complete ( Assuming That 90% Pipe Line Is Laid In Trenches. It Is Estimated That 75% Excavation Will Be In Soil Mixed With Shigle, Bajri And Boulders And Rest 25% Will Be In Medium Rocks. 152 Supply And Fixing Of The Following Fittings Including Cartage Of Materials, Labour, T&P Etc. Complete :- 153 Wheel Valve ( Class-I ) As Per Is :788 / 1971 154 32 Mm Dia. 155 40 Mm Dia. 156 Construction Sign Board ( 8 Ft * 6 Ft ) As Per Dir. Of Engg. In- Charge
