Tender For Breakdown Repairing Work At Various Places - Excavation For Foundation Up To 1.5 Tm. Depth In All Type Of Hard And Soft Soil Including Sorting Out Stacking Of Useful Material & Disposing Of Excavated Stuff Up To 50 Tm. Lead Loose Or Soft Soil, Girding, Lighting, Fencing The Trenches, And Pits. ( Depth Measured From Gl ) . Etc.Comp. A 50.00 0 To 1.5 Meter Depth. 67.20 Cu.M 3360.00 B 30.00 1.5 To 3 Meter Depth. 74.50 Cu.M 2235.00 C 20.00 3 To 5 Meter Depth. 81.80 Cu.M 1636.00 2 10.00 Extra For Additional Depth More Than 5.0 M For Excavation For Foundation Including Sorting Out Stacking Of Useful Material & Disposing Of Excavated Stuff Up To 50 Mt. Lead. 13.30 Cu.M 133.00 3 20.00 Extra Rate Over Item Of Excavation Of Earth If Excavation Is To Be Done In Wet. Condition Without Resorting To Pumping But Incl. Of Bailing Out Of Water. 20.00 Cmt. 400.00 4 Extra Rate Over Item Of Excavation Of Earth For Excavation Of Asphalt Pavement / Rcc Of Thickness Up To 0.20 Meter Including Demolishing The Asphalt Carpet, Metal, Soiling / Cutting Reinforcement Etc.Comp. With Stacking The Material As Directed. A 10.00 Up To 0.20 Meter Thickness ( By Manual ) 80.00 Smt 800.00 B 5.00 Up To 0.30 Meter ( By Any Type Of Breaker Machine Or R.C.C.Cutter Machine Including Cost Of Operator, Fuel, & Transportation Etc Complete. 200.00 Smt 1000.00 C 1.00 0.30 Meter & Above ( By Any Type Of Breaker Machine Or R.C.C.Cutter Machine Including Cost Of Operator, Fuel, & Transportation Etc Complete. 350.00 Smt 350.00 5 30.00 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm. In Depth Consolidation Each Deposited Layer By Ramming And Watering 79.00 Cu.M 2370.00 6 15.00 Conveyance Charge Of Earth , Lime, Murrum, Building Rubbish, Manual Garbage, Sludge, Excavated Rock , Fly Ash, Aggregate Of Any Kind Etc. Comp. Up To 5.0 Km. Lead 140.37 Cu.M 2105.55 7 Providing And Jointing Stoneware Pipes Incl. Excavation Up To 2 Mt. Refilling, Transporting Pipes To Work Site, Unloading, Lowering In Trench, Jointing Material Such As Cement, Sand, Hemp Bitumen As Directed, Incl. Watering The Trenches Spreading And Carting Away Of Surplus Material As Directed By Engineer In Charge. A 5.00 10 Cm Diia. B 5.00 15 Cm Diia. 183.00 Rmt 915.00 D 10.00 23 Cm Diia. 386.00 Rmt 3860.00 8 Manufacturing, Testing, Supplying, Loading, Transporting To Work Site, Unloading, Lowering In Trenches, Laying And Jointing R.C.C., Np-3 Class Pipes With Socket And Spigot Joints As Per Is 458-2003 Including Epdm Rubber Ring As Per Is 5382-1985 Etc.Comp. As Directed By Engineering In Charge. A 10.00 300 Mm Dia 690.00 Rmt 6900.00 B 10.00 450 Mm Dia 903.00 Rmt 9030.00 D 5.00 600 Mm Dia 1421.00 Rmt 7105.00 9 Manufacturing, Testing, Supplying, Loading, Transporting To Work Site, Unloading, Lowering In Trenches, Laying And Jointing R.C.C., Np-4 Class Pipes With Socket And Spigot Joints As Per Is 458-2003 Including Epdm Rubber Ring As Per Is 5382-1985 Etc.Comp. As Directed By Engineering In Charge. A 5.00 300 Mm Dia 793.00 Rmt 3965.00 B 5.00 450 Mm Dia 909.00 Rmt 4545.00 10 Constructing Chamber Of Following Size Including Excavation, Refilling, Bbcc ( 1:5:10 ) For Foundation, C.C.Channel ( 1:2:4 ) , Finished 15 Mm Thick Cement Plaster Inside In Cm 1:3, Finishing With Cement Slurry, Brick Masonary In Cm 1:5 & Excluding The Cost Of Chamber Seat Cover Etc..Completed. A 1.00 0.60 X 0.45 Mt. Size Inside Clear, Depth From 0.0 To 0.90Meter For Pipe Dia <=150 Mm. 2533.00 No. 2533.00 B 1.00 0.60 X 0.75 Mt. Size Inside Clear, Depth From 0.0 To 0.90Meter For Pipe Dia <=20 Mm. 3219.00 No. 3219.00 C 1.00 0.75 X 0.75 Mt. Size ( Inside Clear ) Depth From 0.0 To 1.20 Meter For Pipe Dia <=20 Mm 4374.00 No. 4374.00 11 Constructing Slab Type M.H. Chamber Of The Following Size Including Excavation, Refilling, Brick Bats Cement Concrete ( 1:5:10 ) Of Thickness 15 C.M., Cc Channel ( 1:2:4 ) Of Thickness 10 C.M., Finished 15 Mm Thick Cement Plaster Inside & Outside ( Only For Shaft ) In Cm 1:3, Finishing With Cement Slurry, P / F 4 Mm Dia M.S.Steel Hdpe Coated Steps 35 Cm C / C At 35 Cm Staggered Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3 Of Thickness 15 C.M., Including Cantering & Reinforcement ( Single Jalli At 15 C.M. C / C Bothway 10 Mm Dia. ) But Excluding The Cost Of Manhole Seat Cover Etc..Completed Of Size 0.75 X 1.00 Meter ( Inside Clear, M.H. Length Should Be Parallel To The Flow ) A 1.00 1.00 To 2.00 Meter Depth, ( Slab At Ground Level ) ( For Pipe Dia <=230 Mm ) 6330.00 No. 6330.00 B 1.00 2.00 To 3.00 Meter Depth, ( Slab At Below 0.60 Mt. From G.L. ) ( For Pipe Dia <=300 Mm ) 12763.00 No. 12763.00 12 2.00 Rate Reduction Over Item Of Constructing Slab Type M.H. Chamber Of Size 1.00 X 0.75 Mt For Constructing Slab @ Depth More Than 0.60 Mt Below Ground Level ( Max. 3 Unit Of Dm Should Be Reduced In This Item ) 516.00 Dm 1032.00 13 Constructing Slab Type M.H. Chamber Of The Following Size Including Excavation, Refilling, Brick Bats Cement Concrete ( 1:5:10 ) Of Thickness 15 C.M., Cc Channel ( 1:2:4 ) Of Thickness 10 C.M., Finished 15 Mm Thick Cement Plaster Inside & Outside ( Only For Shaft ) In Cm 1:3, Finishing With Cement Slurry, P / F 4 Mm Dia M.S.Steel Hdpe Coated Steps 35 Cm C / C At 35 Cm Staggered In Masonary Cm 1:5, Rcc Slab In Cc 1:1.5:3 Of Thickness 23 C.M., Including Cantering & Reinforcement ( Double Jalli At 15 C.M. C / C Bothway 12 Mm Dia. ) But Excluding The Cost Of Manhole Seat Cover Etc..Completed. Of Size 1.00 X 1.40 Meter ( Inside Clear, M.H. Length Should Be Parallel To The Flow, For Pipe Dia <= 800 Mm ) Etc.
