Proposed Construction Of Storm Water Drainage Lines At Proposed Construction Of Storm Water Drainage Lines AtVarious Places ( Part-I ) , For Baramati Municipal Council , Baramati , Dist . Pune , Providing Isi Stanard Rcc Pipes In Standard Lengths Of Following Class And Diameter Suitable For Rubber Ring Joints Including All Taxes ( Central And Local ) , Inspection Charges Transport To Departmental Store , Site , Unloading And Stacking Etc . Complete . Note- One Rubber Ring Should Be Supplied With Each Full Length Socketed Pipe , Cost Included In Rates Below . ( Mjp Dsr P . No . 126 It . No . 1 E ) , R . C . C . Np3 Class , A ) 300 Mm Dia , B ) 450 Mm Dia , C ) 600 Mm Dia , D ) 700 Mm Dia , E ) 800 Mm Dia , F ) 900 Mm Dia , Excavation For Foundation / Pipe Trenches In Earth , Soils Of All Types Sand , Gravel And Soft Murum , Hard Murum , Boulders , Wbm Roads Including Removing The Excavated Materials Up To A Distances Of 50 M And Lifts As Below , Stacking And Spreading As Directed , Normal Dewatering Preparing The Bed For Foundation And Excluding Back Feeling Etc . Complete ( Mjp Dsr P . No . 51 , It . No . 1 , 2 , 3 ) A ) Lift 0 To 1 . 50M , Excavation For Foundation/Pipe Trenches In Soft Rock And Old Cement And Lime Masonry Foundation Asphalt Road Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Area And Lifts As Below , Staking As Directed By Engineer-In-Charge , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling Etc . , Complete . ( Mjp Dsr P . No . 51 It . No . 5 ) A ) Lift 0 To 1 . 50M , B ) Lift 1 . 50 To 3 . 00M , Excavation For Foundation/Pipe Trenches In Hard Rock And Concrete Road By Chiseling , Wedging , Line Drilling By Machanical Means Or By All Means Other Than Blasting Including Trimming And Levelling The Bed , Removing The Excavated Material Upto A Distance Of 50 M Beyond The Area And Lift As Below , Stacking As Directed , By Engineer-In-Charge , Normal Dewatering , Excluding Backfilling Etc . , Complete By All Means . ( Mjp Dsr P . No . 52 It . No . 7 ) A ) Lift 0 . 00 To 1 . 50M , B ) Lift 1 . 50 To 3 . 00M , Excavation For Foundation / Pipe Trenches In Slush Muddy / Marshy / Slushy / Soil Including Use Of Poclain , Labour For Dewatering During Execution Incuding Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking And Spreading As Directed , Preparing The Bed By Cleaning The Mud , Labour Required For Execution For Shuttering Item But Excluding Backfilling , Etc . Complete . Providing And Fixing Shuttering Shall Be Paid Separately . ( Mjp Dsr P . No . 52 It . No . 8 ) , Filling In Plinth And Floors Murum Bedding In Trenches With Available Murum For Foundation In 15 Cm To 20 Cm Layer Including Watering And Compaction Complete . ( Mjp Dsr P . No . 54 It . No . 16 ) , Lowering , Laying And Jointing In Proper And Alignment R . C . C . Pipes With Collar Joints In C . M . 1:1 Proportion Or Socketed R . C . C . Pipes With Rubber Joints ( Excluding Cost Of Rubbering Or R . C . C . Collar ) , Including Cost Of Coveyance From Stores To Sight Of Works , Cost Of Jointing Material , Labour , Giving Hydraulic Testing , Etc . Complete As Directed By Enginer Incharge . ( Mjp Dsr P . No . 127 It . No . 2 & 3 ) , A ) 300 Mm Dia . , B ) 450 Mm Dia . , C ) 600 Mm Dia . , D ) 700 Mm Dia . , E ) 800 Mm Dia . , F ) 900 Mm Dia . , Providing And Constructing Storm Chamber With Precast Steel Fibre Reinforced Concrete Frame And Covers ( S . F . R . C . Frame And Covers ) With 40 Mm Dia Holes And Capacity 20 Mt , From Approved Venders Providing And Constructing B . B . Masonry Chamber With 15 Cm Thick 1:3:6 Proportion Pcc Bedding , Excluding Excavation , B . B . Masonry In Cm 1:5 Proportion Precast S . F . R . C . Frame And Cover , Etc . Complete As Directed By Engineer-In-Charge . Note : Wall Thickness : 0 . 23 M For Depth Of 1 . 2 M And 0 . 35 M For Balance Depth Exceeding 1 . 2 M . ( Same As Mjp Dsr P . No . 295 It . No . 3 ) , As Above Of 90 X 90 Cm Internal Size And Depth Upto 1 . 5 M With S . F . R . C . Frame And Cover . , A ) Upto 1 . 50M Depth , As Above Of 90 X 90 Cm Internal Size And Depth Upto 2 . 00 M With S . F . R . C . Frame And Cover . , B ) Upto 2 . 00M Depth , As Above Of 1 . 2 X 1 . 2 M Internal Size And Depth Upto 2 . 50 M With S . F . R . C . Frame And Cover Of Size 540 Mm Dia . Fixed In Rcc Slab . , C ) Upto 2 . 50M Depth , As Above Of 1 . 5 X 1 . 5 M Internal Size And Depth Upto 3 . 00 M With S . F . R . C . Frame And Cover Of Size 540 Mm Dia . Fixed In Rcc Slab . , D ) Upto 3 . 00M Depth , Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation , Surcharging , Etc . Complete ( Mjp Dsr P . No . 54 It . No . 15 ) , Disposing Of Excavated Stuff Of Any Kind From Site To Work To Any Place Which Is Within A Lead Of 2 . 5 Km As Directed Etc . Complete . ( Mjp Dsr P . No . 31 ) , Dewatering The Excavated Trenches And Pools Of Water In The Building Trenches/Pipeline Trenches , Well Works By Using Pumps And Other Devices Including Disposing Off Water To Safe Distance As Directed By Engineer-In-Charge . ( Mjp Dsr P . No . 53 , It . No . 14 ) , Road Rectification - Item Includes Excavation In Any Type Of Strata , Conveying Material , Murum Filling - 150 Mm Thick , Wbm G -1 150 Mm Thick , Wbm G -2 80 Mm Thick , Tack Coat , Mpm - 75 Mm , Ogpc - 20 Mm With Liquid Seal Coat , For Excavated Area ( As Per Detailed Specification Is Mentioned In Tender Documents ) , Providing And Fixing M . S Fine Screen Of Chamber Inner Size Including Epoxy Coating As Directed By Engineer In Charge . ( As Per Detailed Specification & Drawing Is Mentioned In Tender Documents , Grill Weight Shall Be Not Less Than 30Kg ) , Providing Dry/ Trap/ Granite/ Quartzite/ Gneiss Rubble Stone Soling 15Cm To 20Cm Thick Including Hand Packing And Compacting Etc . Complete . ( Ssr P . No . 201 / I . No . 21 . 38 ) , Providing And Laying Cast In Situ/Ready Mix Cement Concrete In M-10 Of Trap/ Granite/ Quartzite/ Gneiss Metal For Foundation And Bedding Including Bailing Out Water , Steel Centering , Formwork , Laying/Pumping , Compacting , Roughening Them If Special Finish Is To Be Provided , Finishing If Required And Curing Complete , With Ordinary Concrete Mixer . With Fine Aggregate ( Natural Sand / Crushed Sand Vsi Grade Finely Washed Etc ) ( Ssr P . No . 226 / I . No . 24 . 01 ) , Providing And Laying In-Situ M30 Grade Unreinforced Plain Cement Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate ( Natural Sand/ Vsi Grade Finely Washed Crushed Sand ) Conforming To Is 383 , Using Fine And Coarse Aggregates Combined Gradation As Per Table 600-3 Of Morth Specification 2013 , Mixed In A Batching And Mixing Plant/ Non Tilting Mixer And Weigh Batcher As Per Approved Mix Design , Admixtures , Transporting To Site , Spreading , Laying With Approved Make Paver , Compacted And Finished In A Continuous Operation , Finishing To Lines And Grades As Directed By Engineer-In-Charge And Curing By Curing Compound /By Providing Cement Vata In Cement Mortar 1:8 @0 . 6M X 0 . 6M Centre To Centre , Admeasuring 80 Mm At Bottom And 40 Mm At Top With Depth Of 75Mm And Maintaining The Same Throughout Curing Period By Any Other Method Approved By Engineer-In-Charge . ( Ssr P . No . 44 / I . No . 5 . 01 )
