Tender For Provision Of Arboriculture For Otm Accommodation At Gachham Phase-Ii And Provision Of Multi Tier Retaining Wall At Arunachal Scouts At Bomdila Of Age B / R And Age P Under- 1 Surface Excavation N Exc 30 Cm Deep And Avg 15 Cm Deep And Getting Out In Soft / Loose Soil With Complete All As Specified By Engr-In-Charge Directed. 2 Rough Excavation Not Exceeding 1.5 M Deep And Getting Out In Hard / Dense Soil With Complete All As Specified By Engr-In-Charge Directed. 3 Excavating Over Areas, N Exc 1.5 M Deep And Getting Out In Hard / Dense Soil With Complete All As Specified By Engr-In-Charge Directed. 4 Excavation In Trenches N Exc 1.5 M Wide And N.Exc 1.5 M Depth For Foundation Etc Or Shafts , Well , Cesspit, Manhole, Pier Holes Etc And Getting Out In Hard / Dense Soil. 5 Excavation In Post Holes In Hard / Dense Soil, Each N.Exc 0.50 Cum Getting Out Broken Rubble Mixed With Earth, Return Filling With Manure In Layer N.Exc 25 Cm Watering And Removing Surplus Soil To A Distance N.Exc 50 M And Making Good Surface. 6 Returning, Filling In, Including Spreading, Levelling, Watering And Well Ramming In Layers Not Exc 25 Cm As In Hard / Dense Soil. 7 Removing Excavated Material N.Exc 50 M And Depositing Where Directed At A Level N.Exc 1.5 M Above The Starting Point. 8 S & F Steel Water Tubes Of 20 Mm Medium Grade With Fitting Laid In Trenches Complete All As Specified And Directed. 9 S & F Gun Metal Globe Or Gate Valves, With Iron Wheel Head, Screwed Both Ends For Iron Pipe And Fixed For 20 Mm Gi Pipe With Complete All As Specified By Engr-In-Charge Directed. 10 S & F Tree Guards Of 0.60 M Dia And 1.50 M Ht Made Out Of Vertical Angle ( 04 Nos ) , Horizontal Flat Iron Along Dia Internally And Externally ( 03 Nos ) , Expanded Metal With Ms Wire 0.9 Mm Dia And N.Exc 4 Kg / Sqm Including Painting And Excavation In Post Holes With Complete All As Specified By Engr-In-Charge Directed. 11 Supply And Stacking Of Good Earth At Site Including Royalty And Carriage Upto With All Lead And Loif ( Good Earth Measured In Stacks Will Be Reduced By 20% For Payment ) . 12 Supply And Stacking Of Vermi Compost Manure At Site Including Royalty And Carriage Upto With All Lead And Lift ( Vermi Compost Measured In Stacks Will Reduce By 8% For Payment ) . 13 Supply And Planting Shrubs Of Approved Quality And Variety Such As Golden Duranda / Clerodentron In The Location As Directed Including Preparing Surfaces And Mixing The Manure Complete All As Specified And As Directed. 14 Grassing With Doob Grass With Selexon No Grass 1 Includingpreparation Of The Ground Surfaces Incl The Spreading, Leveling, Watering The Earth Required For Planting The Grass Incl Mixing Of The Vermi Compostwith Complete All As Specified By Engr-In-Charge Directed. ( Note: Vermi Compost And Earth Will Be Measured And Paid Separately ) 15 Supply & Planting Of Ashoka ( Ht 3-4 Feet ) Incl Preparing Pit Of Size With Approved Earth And Vermi Compost And Providing Bamboo Stick Support According To Height Of Tree Complete All As Specified And Directed 16 All As Per Item No 15 But Bottle Palm Tree ( Ht 4 To 5 Feet ) 17 All As Per Item No 15 But Ornamental Peer Tree ( Ht 3- 4 Feet ) 18 Supply Only Fertilizer I.E Urea And Dap As Approved By Ge 19 Regular Maintenance Of Edges / Shrubs / Plants / Trees / Grass, By Watering Deewelding Loosening Soil Adding Manure , Running And Spreading Approved Insecticide Fungi Sides Treaming Complete To Up Keep Healthy Growth By Deputing Gardener ( Mali ) Well Trained In The Field 01 Nos Per Day For 8 Hrs Duty All As Directed. 20 M&L For Pcc Type C-2, 1:3:6 ( 40Mm Graded Aggregate ) As In Foundation Filling And Mass Concrete. 21 M & L For Pcc ( 1:3:6 ) Type C-2 ( 40 Mm Graded Stone Aggregate ) Cement Concrete In Surface Channels And Drains Completed. 22 M&L For Pcc 1:3:6, Type C-2 ( 40Mm Graded Agg ) In Walls, Drain Walls Or Retaining Walls, Any Thickness, Size Or Shape Including Pilasters, Buttresses Columns, Pillars, Boundary Pillars And Posts ( Including Caps And Bases ) 23 M&L For Rendering 15Mm Thick On Fair Faces Of Brick Work Or Concrete Surface In Cement Mortar 1:4, Finished Even And Smooth With Neeru Finish Completed All As Specified And Directed. 24 Formwork To Faces Of Walls, Retaining Walls, Abutments, Parapets And Staircase Railings And Similar Work Including Attached Pillasters, Buttresses, Etc.; Vertical Or To Batter Complete All As Specified And Directed. 25 M&L For ( Quarried Or River Bed ) Boulder Size Of Exc 15Cm And Upto 30 Cm In Dia Pitching Is Grouted With Cement And Sand Mortar 1:6. 26 M&L For Pcc Type B-1, 1:2:4 ( 20Mm Graded Stone Agg ) As In Coping, Roof Kerbs Or Mud Stops, Rounded Or Chamfered On Edges 27 M&L For Hardcore Of Gauge N. Exc 63Mm ( Broken Stone Or Boulders ) , Deposited, Spread And Levelled In Layers N. Exc 15 Cm Thick, Watered And Rammed To A True Surface. 28 M&L For 75Mm Thick Pcc Type C- 2, 1:3:6 ( 40Mm Graded Aggregate ) As In Sub Base. 29 M&L For Screed Bed Or Bedding Layer Of Mortar 20 Mm Thick With Cm 1:6 For Laying Floor Finishes 30 M&L For Chequered Cement Concrete Tiles 20Cm X 20Cm X 25Mm Thick, Set, Jointed And Pointed In Neat Cement Slurry In Floors With Grey Cement And Pigment All As Specified. 31 M&L For Pcc Type D-2, 1:4:8 ( 40Mm Graded Aggregate ) As In Foundation Filling And Mass Concrete. 32 M&L For Walling Of Random Rubble, Uncoursed, Well Bonded, Bedded And Solidly Hearted, Built In Retaining Wall, Abutments And Similar Work In Cm 1:6. 33 Extra Over Stone Walling For Hammer Dressing To Face Stones And Dressing With Maximum Depression From Straight Edge Held Against The Dressed Surface To Face Beds And Joints, As Specified, Of Random Rubble Walling, Uncoursed Or Brought Upto Courses. 34 M&L For Raised Pointing To Random Or Polygonal Rubble, Uncoursed Or Brought Upto Courses In Cement Mortar 1:3. 35 M&L For Precast Pcc Bonders ( For Stone Walling ) Type B-1, 1:2:4 ( 20Mm Graded Stone Agg ) In Cm 1:6 As In Bond Stone. 36 S&F 75Mm Dia Pvc ( Swr ) Pipes Single Socketed In Any Length With Rubber Ring Joints Fixed To Walls. 37 M&L For Hand Packing ( Any Thickness ) At Back Of Walls Over Arches Etc. And Raising ( Or Lowering ) To The Required With Broken Stone Or Boulders. 38 Formwork To Fair Finished Surface 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. 39 Formwork To Fair Finished Surface Faces Of Walls, Retaining Walls, Abutments, Parapets And Staircase Railings And Similar Work Including Attached Pillasters, Buttresses, Etc.; Vertical Or To Batter. 40 M&L 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. 41 M&L For Rcc M-25 ( 20Mm Graded Agg ) For Foundations, Including Rafts, Footings, Foundation Beams; Plinth Beams; Bases For Columns, Etc.; Basement Slabs, Under-Reamed Piles And Mass Concrete With Complete All As Specified By Engr-In-Charge Directed. 42 M&L For Rcc M-25 ( 20Mm Graded Agg ) For Walls, Retaining Walls, Basement Walls, Ballast Walls And The Like; Any Thickness; Above Top Offootings; Including Attached Pilasters And Buttresses With Complete All As Specified By Engr-In-Charge Directed. 43 S&F 110Mm Dia Pvc ( Swr ) Pipes Single Socketed, In Any Lengthwith Rubber Ring Joints, Laid In Trenches Or In Floors With Complete All As Specified By Engr-In-Charge Directed.
