Construction Of White Topping Road From Mhalaxmicolony To Lokshahi Colony In Ward No 81, Town Hall Near Head Post Office Aurangabad-Maharashtra

Construction Of White Topping Road From Mhalaxmicolony To Lokshahi Colony In Ward No 81 , Scariflng Existing Bitumeen Pavement To The Depth Of 50 Mm By Manual Means And Disposal Of Scarifie Mterial With All Lifts And Leads Up To 100 Metres Morth 403 3 . 08 Morth 404 ( Ssr No:3 . 09 ) , Excavation For Road Way In Earth Soil Of All Types Sand Gravel And Soft Murum Including Dressing Section To The Required Grade Chamber And Side Slop And Covying The Excavated Material With All Lifts And Leads Up To Lead Of 50Mtrs . And Spreading For Embankament Or Stacking As Directed By Mechanical Means Morth 301 . 2 . 1 Morth 309 ( Ssr No: 2 . 11 ) , 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 -I Materialmorth 403 2 . 39 Morth 501 . 8 . 2 . 1 Ssr No . 2 . 39 , Wet Mix Macdam -- Providing Laying And Apreading & Compacting Graded Stone Aggregate To Wet Mix Macdam Specification Including Premixing Material With Water At Omc In Mechanical Mix Plant Carrege Of Mix Matrial By Tipper To Site Of Work Laying In Uiniform Lyaer With Paver In Sub /Base Cours On Well Proprad Surface & Compacting With Vibretory Rollar To Archive The Desiered Density Laying By Grader/Paver Morth 406 3 . 22 Morth 503 ( Ssr No . 3 . 23 ) , 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 Thouht Curing Period By Any Other Method Approved By Engineer In Charge ( Initial Lead Of 5 . 00 Km For Raw Material Up To Plant Site ) Spec No . M . O . R . T . And H 2013 Ci 602 P . N . 263 Morth 602 5 . 01 Mprth 602 ( Ssr No:5 . 01 ) , 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 Dorivieded Finshing If Requiar And Curing Complete Coping To Bad Wall Parapet Including Centering From Work Compaction And Curing Etc Complete With Fully Automatic . Micri Processr Based Plc With Scada Reversable Drum Type Mixer/Concret Batch Mix Plant ( Pan Mixer ) Etc . Complete . With Natural Sand/Vsi Quality Artificail Sand ) Bde 1 24 . 01 Bd E 1 Page No . 287 ( Ssr No 24 . 01 ) , Excavation For Foundation / Pipe Trenches In Soft Rock And Old Cement And Lime Masonary Foundation , Asphalt Road Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Area And Lifts As Below , Stacking As Directed By Engineer - In - Charge , Normal Dewatering , Preparing The Bed For Foundation In Earth , Soil Of All Types , Sand , Gravel And Soft Murum , Etc . Complete . Ssr No . , Providing Isi Standard Rcc Pipe Np2 Class In Standerd Lengths Of Following Diameter Suitable For Either Collar Joints Or Rubber Ring Joints Including All Texes ( Central And Local ) Inspection Charge Tramsport To Departmental Stors /Site Unloading 12 Class Np -2- 450 Mmdia Ssr No . Class Np -2- 450 Mmdia , Lowering , Laying Nad Jointing In Proper Grade And Alignmet Stone Ware Pipes With Cement Joints In Cm ( 1 : 1 ) Proporation Of For Socket Rcc Pipes With Ruber Joint ( Excuding Cost Rubber Ring Of Rcc Colluor ) Including Cost Conyins From Stors To Site 14-450 Mmdia ( Ssr No . 450 Mmdia , Providing And Constructing On Drainage Line B . B . Masonary Circular Manhole Concentric Cone 0 . 90 Mtrs . Dia . At Bottom And 0 . 5 Mtrs Dia At Top And Upto A Depath Of 1 . 50 Mtrs . With 23 Cm Thick Brick Work In Cm 1:5 Prop With 12 Mm Thick . Smooth Rendering , 15-1 . 50Mt Ssr No . 150 Mm , Providing Steel Fiber Reinforced Concrete ( S . F . R . C ) Frame , Cover Heavy Duty/Medium Duty Of Rectangular Pr Circular In Shape Of Approved Make Including Loading Unloading Transportation , All Taxes Etc . Complete As Directed By Engineer - In Charge ( As Per Sanctioned Rate Of Amc Stores & As Per18 Circular Hd 540/630 With Frame Ssr No Circular Hd 540/630 With Frame , Refilling The Trenches Available Excavated Stuff With Soft Material . First Over Pipe Line And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation , Surcharging , Etc Complete 19 ( Ssr No ) , Providing And Fixing Heavy Futy Inter Loocking Concrete Coloured Paving Blocks Of 80 Mm Thickness Of Having A Strength Of 300 Kg Sq . Cm Of Approved Quality And Shape On A Bed Of Crushed Sand Of 25 To 30 Mm Thick Including Skriting Joints And Cleaning Etc . Complete . Bdm 33 . 53 As Directed By Engineer In Charge ( Ssr No: . 33 . 52 )

INR 10000 /-

INR 68731.0 /-

INR 68.73 Lakhs /-

Name of Work: Construction of White Topping road from Mhalaxmicolony to lokshahi colony in ward no 81
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Scariflng existing bitumeen pavement to the depth of 50 MM by manual means and disposal of scarifie mterial with all lifts and leads up to 100 Metres MORTH 403 3. 08 MORTH 404 (SSR No:3.09)	1	2835	cum
2	2	Excavation for road way in earth soil of all types sand gravel and soft murum including dressing section to the required grade chamber and side slop and covying the excavated material with all lifts and leads up to lead of 50mtrs . and spreading for embankament or stacking as directed by mechanical means MORTH 301.2.1 MORTH 309 (SSR No: 2.11)	2	315	cum
3	3	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 -I MaterialMORTH 403 2.39 MORTH 501.8.2.1 SSR No.2.39	3	157.5	cum
4	4	Wet mix Macdam -- Providing laying and apreading & compacting graded stone aggregate to wet mix macdam specification including premixing material with water at OMC in mechanical mix plant carrege of mix matrial by tipper to site of work laying in uiniform lyaer with paver in sub /base cours on well proprad surface & compacting with vibretory rollar to archive the desiered density laying by Grader/Paver MORTH 406 3.22 MORTH 503 (SSR No.3.23)	4	310.5	cum
5	5	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 thouht curing period by any other method approved by engineer in charge (initial lead of 5.00 km for raw material up to plant site) Spec No. M.O.R.T. and H 2013 Ci 602 P.N.263 MORTH 602 5.01 MPRTH 602 (SSR No:5.01)	5	494.1	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 dorivieded finshing if requiar and curing complete coping to bad wall parapet including centering from work compaction and curing etc complete with fully Automatic .micri processr based PLC With SCADA reversable drum type mixer/concret batch mix plant (pan mixer) etc.complete. with natural sand/VSI quality artificail sand ) BDE 1 24.01 BD E 1 Page No.287 (SSR No 24.01)	6	274.5	cum
7	7	Excavation for foundation / pipe trenches in soft rock and old cement and lime masonary foundation, asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer - in - charge, normal dewatering, preparing the bed for foundation in earth, soil of all types, sand, gravel and soft murum,etc. complete.SSR No.	7	270	cum
8	8	Providing ISI Standard RCC pipe NP2 class in standerd lengths of following diameter suitable for either collar joints or rubber ring joints including all texes (central and local ) inspection charge tramsport to departmental stors /site unloading 12 class NP -2- 450 MMdia SSR No. class NP -2- 450 MMdia	8	200	rmt
9	9	Lowering , laying nad jointing in proper grade and alignmet stone ware pipes with cement joints in CM (1 : 1) proporation of for socket RCC pipes with ruber joint (Excuding cost rubber ring of RCC colluor ) including cost conyins from stors to site 14-450 MMdia (SSR No. 450 MMDia	9	200	rmt
10	10	Providing and constructing on drainage line B.B. masonary circular manhole concentric cone 0.90 mtrs. dia. At bottom and 0.5 mtrs dia at top and upto a depath of 1.50 mtrs. with 23 cm thick brick work in cm 1:5 prop with 12 mm thick. Smooth rendering,15-1.50mt SSR No. 150 mm	10	22	no
11	11	Providing steel fiber reinforced concrete (S.F.R.C) frame, cover heavy duty/medium duty of rectangular pr circular in shape of approved make including loading unloading transportation, all taxes etc. complete as directed by Engineer - in charge (As per sanctioned Rate of AMC stores & as per18 Circular HD 540/630 with frame SSR No Circular HD 540/630 with frame	11	22	no
12	12	Refilling the trenches available excavated stuff with soft material. First over pipe line and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc complete 19 (SSR No )	12	270	cum
13	13	providing and fixing heavy futy inter loocking concrete Coloured paving blocks of 80 mm thickness of having a strength of 300 kg Sq.cm of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skriting joints and cleaning etc.complete. BDM 33.53 As Directed by Engineer in Charge (SSR No:.33.52)	13	1050	sqm