Constructing New Cement Concrete Road At Qadriya Colony Ward No . 34 Misarwadi, TOWN HALL AURANGABAD-Maharashtra

Constructing New Cement Concrete Road At Qadriya Colony Ward No . 34 Misarwadi , Excavation For Roadway In Earth , Soil Of All Sorts , Sand , Gravel Or Soft Murum Including Dressing Section To The Required Grade , Camber And Side Slopes And Conveying The Excavated Materials With All Lifts Upto A Lead Of 50M . And Spreading For Embankment Or Stacking As Directed . By Mechanical Means Spec No . Morth 301 Pg No . 29 Ssr It No . 2 . 11 , Conveying Materials Obtained From Road Cutting Including All Lifts , Laying In Layers Of 20Cm To 30Cm . Breaking Clods , Dressing To The Required Lines , Curves , Grades And Section , Watering And Compacting To Not Less Than 97% Of Standard Proctor Density For A Lead Of Over 50M . To 300M . Inclusive From The Site Of Excavation ToThe Site Of Deposition As Directed . Converying Material For A Lead Of Over 7 Km Inclusive From The Site Of Excavation Toe The Site Of Deposition Byond Lead 75 Km ) Spec No . Morth 305 Pg No . 14 Ssr It No . 2 . 25 , Providing , Laying , Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness , Hand Packing To Proper Grade And Camber , Applying And Brooming Requisite Type Of Screening/ Binding Materials To Fill Up The Interstices Of Coarse Aggregate , Watering And Compacting With Intelligent Compactor With Compaction Analyzer And V-Sat Attachment . To The Required Density . Grading Ii ( Using Screening Type B ( 11 . 2 Mm ) Aggregate ) Spec No . Morth 404 Pg No . 36 Ssr It No . 3 . 20 , Wet Mix Macadam -- Providing , Laying , Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant Carriage Of Mixed Material By 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 The Desired Density . Laying By Grader/Paver . Spec No . Morth 404 Pg No . 37 Ssr It No . 3 . 23 , Providing & Supplying Steel Fiber Reinforced Concrete ( S . F . R . C . ) Frame & Cover Heavy Duty/Medium Duty Of Rectangular Or Circular In Shape Of Approved Make Including Loading Unloading , Transportation , All Taxes Etc . Complete As Directed By Engineer- In - Charge . ( 20T ) ( As Per Rate Analysis ) , 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 Depth Of 1 . 50 Mtrs . With 23 Cm Thick Brick Work In C . M . 1 : 6 Prop , With 12 Mm Thick . Cement Plaster In 1:4 , With Smooth Rendering , 1:2:4 Coping And Fixing Approved Make And Quality S . F . R . C . Frame And Cover Of 56 Cm Dia Etc . Including All Necessary Excavation & 1:5:10 Bed C . C . Etc All Complete As Directed By Engineer - In - Charge . ( Rebate For Every Decrease In Depth Of 30Cm Or Part There Of Rs . 1639/- Per 30Cm ) Mjp Dsr Page No:As Per Rate Analysis Item No: Rate Analysis As Per Mjp/Dsr 2018-19 & Ssr 2018 , Raising The Existing Manhole Chamber With 23 Cm Thick Brick Work In Cm 1 : 6 Prop . In 30 Cm Concentrick Cone Including 12 Mm Thick Cement Plaster In Cm 1 : 4 Prop On Both Side Complete . ( As Per Rate Analysis ) , 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 , Formwork , Laying/Pumping , Compacting , Roughening Them If Special Finish Is To Be Provided , Finishing If Required And Curing Complete , With Fully Automatic Micro Processor Based Plc With Scada Enabled Reversible Drum Type Mixer/Concrete Batch Mix Plant ( Pan Mixer ) Etc . Complete . With Natural Sand/V . S . I . Grade Finally Washed Etd Spec No . Bde 1 Pg No . , 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 . Spec No . Morth Pg No . 36 Ssr It No . 36Ssr It No . 5 . 01 ( Using Tre-Mix Method ) , Royalty Charges

INR 600 /-

INR 22252.0 /-

INR 22.25 Lakhs /-

Name of Work: Constructing New Cement Concrete Road at Qadriya Colony Ward No.34 Misarwadi
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. By mechanical Means Spec No.\nMORTH 301 Pg No.29 SSR It No.2.11\n\n	1	280.8	Cum
2	2	Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to\nthe site of deposition as directed. Converying material for a lead of over 7 Km inclusive from the site of excavation toe the site of deposition byond lead 75 km ) Spec No. MORTH 305 Pg No.14 SSR It No.2.25\n\n	2	280.8	Cum
3	3	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate) Spec No. MORTH 404 Pg No. 36 SSR It No.3.20\n	3	140.4	Cum
4	4	Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by 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 the desired density. Laying By Grader/Paver. Spec No.MORTH 404 Pg No.37 SSR It No.3.23\n	4	140.4	Cum
5	5	Providing & Supplying steel fiber reinforced concrete (S.F.R.C.) frame & cover heavy duty/medium duty of rectangular or circular in shape of approved make including loading unloading, transportation, all taxes etc.complete as directed by Engineer- in - charge. (20T) ( As per Rate Analysis)\n	5	10	Nos
6	6	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 depth of 1.50 mtrs. with 23 cm thick brick work in C.M. 1 : 6 prop, with 12 mm thick.Cement plaster in 1:4, with smooth rendering, 1:2:4 coping and fixing approved make and quality S.F.R.C. Frame and cover of 56 cm dia etc. including all necessary excavation & 1:5:10 bed c.c.etc all complete as directed by Engineer - in - charge.(Rebate for every decrease in depth of 30cm or part there of Rs. 1639/- per 30cm) MJP DSR Page No:as per Rate analysis Item No: Rate analysis as per MJP/DSR 2018-19 & SSR 2018\n	6	6	Nos
7	7	Raising the Existing manhole chamber with 23 cm thick brick work in CM 1 : 6 prop. In 30 cm concentrick cone including 12 mm thick cement plaster in CM 1 : 4 prop on both side complete. ( As per Rate Analysis)\n	7	15	Nos
8	8	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, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. grade finally Washed etd Spec No. BDE 1 Pg No.\n	8	93.6	Cum
9	9	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. Spec No. MORTH Pg No.36 SSR It No.36SSR It No.5.01 (Using tre-mix method)\n	9	140.4	Cum
10	10	Royalty Charges	10	577.52	Cum