Construction Concrete Road Near H/Of Mr Gajanan Mangate In Ward No 79, TOWN HALL AURANGABAD-Maharashtra

Construction Concrete Road Near H/Of Mr Gajanan Mangate In Ward No 79 , Exavation For Road Way In Earth Soil Of All Sorts Sand , Gravel Or Soft Murum Including Dressing Section To The Required Grade , Camber And Side Slops And Conveying Theexavated Material With All Lifts And Lead Up To A Lead Of 50 . M And Spreading For Embankment Or Stacking As Directed Ssr Item No . 2 . 11 , Conveying Materials , Obtained From Road Cutting , Including All Lifts Laying In Layers Of 20 Cm To 30 Cm Breaking Clods , Dresing To The Required Lines , Curve , Grades And Sections Watering And Compacting To Not Less Than 97% Of Standerd Proctor Density For A Lead Of Over 50 M . To 300 M Inclusive From The Site Of Excavation To The Site Of Deposition As Directed Ssr Item No . 2 . 25Lead Chart C-1 , Providing Earth Work In Embankment With Approved Materials Obatained By Excevation From Departmental And Or Other Sources Incl All Lifts And Lead Upto 50 M Laying In Layers Of 20 Cm To 30 Cm Thickness Breaking Colds Dressing To The Required Lines Cuvers Grade And Section Watering And Copacing To 97% Of Stad Proctor Density Etc . Copm . As Per Ssr Item No . 2 . 28 , Providing Laying Spreading And Compacting Graded Stone Aggregates To Wet Mix Macadam Specification Including Premixing The Material With Water Of Omc In Mechanical Mix Plant Carraige Of Mix Material With Tipper To Site , Laying In Uniform Layers With Paver In Sub Base /Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve Desired Density . Laying By Grader /Paver As Per Ssr Item No . 3 . 23 , Construction Of Granulair Sub Base By Providing Course Graded Material Mixing In A Mechanical Mix Plant At Omc Carrige Of Mix Material Work Site Spreading In A Uniform Layers With Motor Grader/Paver On Prepared Suface And Compacting With Vibratory Power Rolles Achive The Desired Denity Comp . As Per Clause 401 Plant Mix Method And Grading -Ii Material It No . 3 . 02 , Providing And Laying Casting In Situ /Redy Mix Cement Concret In M-10 Of Trap /Granite /Qurtzite Gniess /Metal For Foundition And Bedding Including Balling Out Water From Work Laying Pumpng Compacting Roughning Them If Spacial Finish Is To Be Proivieded Finshing If Requiar And Curing Complete With Fully Automatic . Micri Processr Based Plc With Scada Reversable Drum Type Mixer/Concret Batch Mix Plant ( Pan Mixer ) Etc . Complete . With Natural Vsi Quality Artificail Sand As Per Ssr Itemno . ( Ssr :24 . 01 ) , Providing Laying In Situ M30 Grade Uneinforced Plain Cment Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement Coarse Nad Fine Aggregate Comforming To Is:383 Using Fine And Coarse Aggregrate Combine Gradation As Per Table 600 -3 Morth Specification 2013 Mixed In Batching And Mixing Plant Non Tilting Mixer And Weigh Batcher As Per Spproved Mix Design Snd Mixture Trsanporting To Dit Spreading Laying Compating Finish In A Continious Opration Finishing To Line And Grades As Directed By Engineer In Charge Curuing By Curing Compound /By Providing Cmenet Veta In Ement Mortor 1:8@ 0 . 60X0 . 6M Center Admeuuring 80Mm Of Bottom And 40 Mm At Top With Depth Of 75 Mm And Maintaning The Same Throughout Curing Period By Any Other Method Approved By Engineer In Charge ( Vibrate & Level With Double Beam Vibretor Vacum Dewatering Float The Surface With Power Trowel Specified Joints With Groove Cutting Joint To Be Filed With Specified Material As Per Ssr Item No . 5 . 01 , Providing And Fixing Factory Made Hydraulically Pressed Mechanically Vibrated And Compacted Precast Inter Locking Cement Concrete Paving Blocks 80Mm Thick In M-40 Grade Of Approved Size And Shape For City Streets , Small /Medium Market Roads , Low Volume Roads , Utility Cuts On Arterial Roads Etc . As Specified And As Per Is 15658:2006 Including Cost Of All Materials , Manufacturing , Curing , Transportation Of Blocks To Work Site Including Loading , Unloading And Stacking As Directed , Laying Paving Blocks In Position Over Prepared Providing And Fixing Factory Made Hydraulically Pressed Mechanically Vibrated And Compacted Precast Inter Locking Cement Concrete Paving Blocks 80Mm Thick In M-40 Grade Of Bed Of Natural Sand / Crushed Sand Of 50 Mm Thickness Including Necessary Excavation In All Stratas , Spreading Blindge Of Fine Sand Over The Prepared Bed , Compacting Blocks By Plate Vibrator Etc . Complete . Ssr 2017-18 Itemno . 5 . 20 , Providing And Laying Casting In Situ /Read Mix Cement Codcrete M-15 Of Trap/ Granit /Quartzite/ Gneiss Metal For Coping To Plinth Or Paraped , Moulded Or Chemfered As Per Drawing Or As Directed Including Steel Plywood/Steel Form Work Compacting Roughening Them If Spacial Finish Is To Be Proviede Finishing Unven And Hony Combed Urface And Curing Stc . Complete . The Cement Mortor 1:3 Cement Palster Conciderd For Rendering Unven And Hony Combed Surface Only Newly Laid Concrete Shall Be Covered By Gunny Bag Plastic , Tarpulin Etc . ( Wooden Centering Will Not Be Allaowed ) As Per Ssr Itemno . 24 . 16 , Laboratory Testing Of Compressive Strenth Of C . C . Cube ( Set Of 3 Cubes ) , Laboratory Testing Of Tacking Of Core Samples In Cocnret Pavement

INR 1000 /-

INR 8919.0 /-

INR 8.91 Lakhs /-

Name of Work: Construction concret road Near H/of Mr Gajanan Mangate In Ward No 79
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Exavation for road way in earth soil of all sorts sand, gravel or soft murum including dressing section to the required grade , camber and side slops and conveying theExavated material with all lifts and lead up to a lead of 50.m and spreading for embankment or stacking as directed SSR Item No.2.11	1	105	cum
2	2	Conveying materials, obtained from road cutting, including all lifts laying in layers of 20 cm to 30 cm breaking clods, dresing to the required lines, curve, grades and sections watering and compacting to not less than 97% of standerd proctor density for a lead of over 50 m. to 300 m inclusive from the site of excavation to the site of deposition as directed SSR Item No.2.25lead chart C-1	2	105	cum
3	3	Providing earth work in embankment with approved materials obatained by Excevation from departmental and or other sources incl all lifts and lead upto 50 M laying in layers of 20 cm to 30 cm thickness breaking colds dressing to the required lines cuvers grade and section watering and copacing to 97% of stad proctor density etc. copm. As per SSR Item No.2.28	3	70	cum
4	4	Providing laying spreading and compacting graded stone aggregates to WET MIX MACADAM specification including premixing the material with water of OMC in mechanical mix plant carraige of mix material with tipper to site, laying in uniform layers with paver in sub base /base course on well prepared surface and compacting with vibratory roller to achieve desired density. laying by grader /paver As per SSR Item No.3.23	4	70	cum
5	5	Construction of granulair sub base By providing course graded material mixing in a mechanical mix plant at OMC carrige of mix material work site spreading in a uniform layers with motor grader/paver on prepared suface and compacting with vibratory power rolles achive the desired denity comp.as per clause 401 plant mix method and grading -II Material It No. 3.02	5	70	cum
6	6	Providing and laying casting in situ /redy mix cement concret in M-10 of trap /Granite /Qurtzite Gniess /metal for Foundition and bedding including Balling out Water from work laying pumpng compacting roughning them if spacial finish is to be Proivieded finshing if requiar and curing complete with fully Automatic .micri processr based PLC With SCADA reversable drum type mixer/concret batch mix plant (pan mixer) etc.complete. with natural VSI quality artificail sand As per SSR ItemNo. (SSR :24.01)	6	35	cum
7	7	Providing laying in situ M30 grade uneinforced plain cment concrete pavement over a prepared sub base with 43 grade cement coarse nad fine aggregate comforming to IS:383 using fine and coarse aggregrate combine gradation as per table 600 -3 morth specification 2013 mixed in batching and mixing plant non tilting mixer and weigh batcher as per spproved mix design snd mixture trsanporting to dit spreading laying compating finish in a continious opration finishing to line and grades as directed by engineer in charge curuing by curing compound /by providing cmenet veta in ement mortor 1:8@ 0.60x0.6m center admeuuring 80mm of bottom and 40 mm at top with depth of 75 mm and maintaning the same throughout curing period by any other method approved by engineer in charge (Vibrate & level with Double beam vibretor vacum Dewatering float the surface with power trowel Specified joints with groove cutting joint to be filed with specified material As per SSR item No.5.01	7	52.5	cum
8	8	Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete.SSR 2017-18 ItemNo.5.20\n\n	8	6.5	sqm
9	9	providing and laying casting in situ /read mix cement codcrete m-15 of trap/ granit /quartzite/ gneiss metal for coping to plinth or paraped ,moulded or chemfered as per drawing or as directed including steel plywood/steel form work compacting roughening them if spacial finish is to be proviede finishing unven and hony combed urface and curing stc.complete.the cement mortor 1:3 cement palster conciderd for rendering unven and hony combed surface only newly laid concrete shall be covered by gunny bag plastic ,tarpulin etc.(wooden centering will not be allaowed )As Per SSR ItemNO.24.16	9	0.28	cum
10	10	laboratory testing of Compressive strenth of C.C .cube (set of 3 cubes)	10	1	1 test
11	11	laboratory testing of tacking of core samples in cocnret pavement	11	1	1 test