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Tender For Provision Of Revenue Works Against Job No 01/Rev/1 Sect/2026-27 And Job No 02/Rev/1 Sect/2026-27 Of Age B/R (P) Khanabal Under Ge 861 Ews- 1 Excavating In Trenches, Not Exceeding 1.5 M Wide And Not Exceeding 1.5 M In Depth; For Foundation, Etc. Or For Shafts, Wells, Cesspits, Manholes, Pier Holes, Cable, Pipes Etc. Not Exceeding 10 Sqm On Plan And Not Exceeding 1.5 M In Depth And Getting Out In Any Type Of Soil (Except Loose / Soft Soil ) Complete All As Specified And As Directed By Engineer-In- Charge. 2 Excavating In Trenches, Not Exceeding 1.5 M Wide And Not Exceeding 1.5 M In Depth; For Foundation, Etc. Or For Shafts, Wells, Cesspits, Manholes, Pier Holes, Cable, Pipes Etc. Not Exceeding 10 Sqm On Plan And Not Exceeding 1.5 M In Depth And Getting Out In Soft/Loose Soil Complete All As Specified And As Directed By Engineer-In- Charge. 3 Excavating Over Areas, Not Exceeding 1.5 Mtr Deep And Getting Out In Soft/Loose Soil Complete All As Specified And Directed By Engr-In-Charge. 4 Excavating Over Areas, For Each Additional 1.5 Mtr Or Part There Of In Depth Beyond The First 1.5 Mtr In Soft /Loose Soil Complete All As Specified And Directed By Engr-In-Charge. 5 Material & Labour For Pcc 1:4:8 , Type - D2, Using 40Mm Graded Stone Aggregates As In Foundations, Filling And Mass Concrete Complete All As Specified And Directed By Engineer-In-Charge. 6 Material & Labour For Mild Steel Tmt Bars 10Mm Dia And Over, Cut To Length, Bent To Shape Required, Including Cranking, Bending Spirally For Hooping For Columns, Hooking Ends And Binding With And Including Mild Steel Wire (Annealed) Not Less Than 0.9Mm Dia Or Securing With Clips Complete All As Specified And As Directed By Engineer-In-Charge. 7 Material & Labour For Formwork To Sides Of Concrete Foundations, Footings, Bases Of Columns, Raft And Raft Beams, Sides And Soffits (If Any) Of Foundation And Plinth Beams; And Similar Work; Vertical Or To Batter On Rough Finished Flat Surface Of Concrete Complete All As Specified And As Directed By Engineer-In-Charge. 8 Material & Labour For Reinforced Cement Concrete (Design Mix) M-25 As In Foundations, Including Rafts, Footings, Foundation Beams; Plinth Beams; Bases For Columns, Etc.; Basement Slabs, Under-Reamed Piles And Mass Concrete Complete All As Specified And As Directed By Engineer-In-Charge.Note :- Form Work And Steel Reinforcement Shall Be Measured And Paid Seperately Under Appropriate Items Of Schedule A Boq.Seperate Items. 9 Material & Labour For Formwork To Faces Of Walls, Retaining Walls, Abutments, Parapets And Staircase Railings And Similar Work Including Attached Pillasters, Buttresses Etc Vertical Or To Batter On Rough Finished Flat Surfaces Of Concrete Complete All As Specified And As Directed By Engineer-In-Charge. 10 Material & Labour For Reinforced Cement Concrete (Design Mix) M-25 As In Walls, Retaining Walls, Basement Walls, Ballast Walls And Like Any Thickness, Above Top Of Footings, Including Attached Pilasters And Buttresses Etc Complete All As Specified And As Directed By Engineer-In-Charge.Note :- Form Work And Steel Reinforcement Shall Be Measured And Paid Seperately Under Appropriate Items Of Schedule A Boq.Seperate Items. 11 Material & Labour For Formwork To Soffits Of Suspended Slabs Such As Roof Slabs, Floor Slabs, Landings And Similar Work; Not Exceeding 200Mm Thick (Horizontal Or Sloping) On Rough Finished Flat Surface Of Concrete Complete All As Specified And As Directed By Engineer-In-Charge. 12 Material & Labour For Reinforced Cement Concrete (Design Mix) M-25 As In Slabs Supported On Walls,Beams And Columns Infloors,Roofs, Landings, Balconies,Canopies, Deck Slabs And Inshelves And The Like Slabs Supported On Walls,Beams Andcolumns In Floors,Roofs, Landings, Balconies,Canopies, Deck Slabs And Inshelves And The Like Omplete All As Specified And As Directed By Engineer-In-Charge. 13 Material & Labour For Precast Cement Concrete Type 1: 2: 4, Type-B1 (Using 20 Mm Graded Stone Aggregates) As In Cover Slabs For Manholes/ Septic Tank Set In Cement Mortar 1:4, Complete All As Specified And Directed By Engineer-In-Charge.Note:- Reinforcement Shall Be Measured And Paid Separately Under Appropriate Items Of Sch A Boq. 14 Supply And Fixing Pvc (Swr) 110 Mm Bore Pipes Single Socketed ,Type-B (Isi Marked ) As In Weep Holes Complete All As Specified And Directed By Engineer-In-Charge. 15 Supply And Fixing 75 Mm Bore Pvc (Swr) Pipes Single Socketed, Type-B (Isi Marked ) In Any Length With Rubber Ring Joints Fixed With Wall Complete All As Specified And Directed By Engineer-In-Charge. 16 Supply And Fixing 110 Mm Bore Pvc (Swr) Pipes Single Socketed, Type-B (Isi Marked ), In Any Length With Rubber Ring Joints Laid In Trenches Or In Floors Complete All As Specified And Directed By Engineer-In-Charge. Note: Earth Work Such As Excavation, Returning Filling And Removal Shall Be Measured And Paid Seperately Under Appropriate Items Of Schedule A Boq. 17 Supply & Fixing 110Mm Bore Pvc(Swr) Junction Single (Single T) Equal Or Unequal, Type-B (Isi Marked) Complete All As Specified And Directed By Engineer-In-Charge. 18 Supply And Fixing 110Mm Pvc (Swr) Vent Cowl Type-B (Isi Marked) Complete All As Specified And Directed By Engineer-In-Charge. 19 Material & Labour For Brickwork With Sub Class ‘B’ Burnt Clay Old Size Bricks, Straight Or Curved On Plan Exc 6M Mean Radius Built In Cement Mortar 1:6 Complete All As Specified And As Directed By Engineer-In-Charge. 20 Material & Labour For Rendering 15Mm Thick In Cement Mortar 1:4 Using Liquid Waterproofing Compound As Per Manufacturer Instruction On Fair Faces Of Brick Work Or Concrete Surfaces Of Wall Finished Even And Smooth With Out Using Extra Cement Complete All As Specified And As Directed By Engineer-In-Charge. Note:- Liquid Water Proofing Compound Shall Be Measured And Paid Separately Under Appropriate Item Of ScheduleA Boq. 21 Supply Only Liquid Water Proofing Compound Complete All As Specified And As Directed By Engineer-In-Charge. 22 Material And Labour For Pcc (1:3:6) Type C-2 Using 40 Mm Graded Stone Aggregates As In Concrete Bed For Drain Pipes Of 150 Mm Bore, Laid To Required Slope Including Packing Under And Haunching Against The Sides Of Pipes After They Are Laid And Tested Including Form Work Complete All As Specified And As Directed By Engineer-In-Charge. Note :- (I) Thickness Of Concrete Bed Below The Barrel Of Pipe Shall Be 10 Cm. (Ii) Width Of Concrete Bed Shall Be Outer Diameter Of Drain Pipes (Not Of Sockets / Collar) Plus 30Cm.(Iii) Excavation , Earth Work , Returning Filling Shall Be Measured And Paid Seperately Under Appropriate Items Of Schedule A Boq. 23 Material And Labour For Reinforced Concrete Pipes, Class Np2, Laid And Jointed Complete With Collars Of Size 150Mm Bore Complete All As Specified And As Directed By Engineer-In-Charge. 24 Material And Labour For Construction Of Soakage Well Of Size 1.20 Mtr Dia X 3.00Mtr Effective Depth Including Earth Work Such As Excavation In Any Type Of Soil, Returning Filling And Removal Of Earth Work , Foundation In Pcc 1:3:6 Type-C-1 Using 20Mm Graded Stone Aggregates, Honey Combing Brick Massony Built With Burnt Clay Old Size Bricks ,Top Ring Made With Rcc M-25 Design Mix ,Intercepting Chamber And Screen Made With Burnt Clay Old Size Brick With Cement Mortar 1:4, Rcc M-25 Design Mix Cover Slab , 150Mm Bore Salt Glazed Stoneware Interconnecting Pipes , Filled With Brick Bats Compete All As Shown In Drawing No.Cesz/Td-36/St/20 Sheet 1/2 And 2/2 Dated 22-02-2020 25 Returning, Filling In, Including Spreading, Leveling, Watering And Well Ramming In Layers Not Exc 25Cm Thick, In Any Type Of Soil Complete All As Spefied And As Directed By Engineer-In-Charge. 26 Removing Excavated Material/Soils To A Distance Not Exceeding 50 Mtr And Depositing Where Directed At A Level Not Exc.1.5 Mtr Above The Starting Point, Complete All As Spefied And As Directed By Engineer-In-Charge. 27 Material & Labour For Walling Of Random Rubble Stone , Uncoursed , Well Bonded,Bedded And Solidly Hearted Built In Cement Mortar 1:4 Complete All As Specified And Directed By Engineer-In-Charge. 28 Material & Labour For Flush Pointing To Block In Course Or Ashlar Masonry Or Concrete Block Walling In Cement Mortar 1:4 Complete All As Specified And As Directed By Engineer -In- Charge. 29 Material & Labour For Pcc 1:2:4 Type B1 Using 20 Mm Graded Stone Aggregates As In Lintel Upto 1.5M Clear Span, Cills, Steps; Seismic And Other Similar Bends, Plinth Courses, String Courses, Lacing Courses, Parapets And Railing Upto 60 Cm In Height, Copings, Kneelers, Apex Stones, Bed Plates, Water Troughs And Thelikeincluding Weathering, Slightly Rounded Or Chamfered Angles And Throating Complete All As Specified And As Directed By Engineer-In-Charge.
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