Construction Of Cement Concrete Road At Raje Sambhaji Colony Various Gallis In Ward No . 07 Mayur Park . , TOWN HALL AURANGABAD-Maharashtra

Construction Of Cement Concrete Road At Raje Sambhaji Colony Various Gallis In Ward No . 07 Mayur Park . , Item No . : 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 ( Ino2-11 , Pgno . 21 ) ( State Dsr ) Item Spec . ( Morth 301 ) , Item No . : 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 Do Not Less Than 97% Of Standard Proctor Density For A Lead Of 300M To 500M Inclusive , From The Site Of Excavation To The Site Of Despositions As Directed ( Ino2-25 , Pgno . 23 ) ( State Dsr ) Item Spec . ( Morth 305 ) , Item No . : 3 Providing Earth Work In Embankment With Approved Materials Obtained From Departmental Land Or Other Sources Including All Upto Lead 50M , Including All Lifts , Laying In Layers Of 20Cm To 30Cm Thickness , Breaking Clods , Dressing To The Required Lines , Curves , Grades And Sections , Watering And Compaction With Vibratory Roler Etc . Comp . ( Ino2-28 , Pgno . 23 ) ( State Dsr ) Item Spec . ( Morth 305 ) , Item No . : 4 Construction Of Granular Sub-Base By Providig Close Graded Material , Mixing In A Mechanical Mix Plant Of Omc , Carriage Of Mixed Material To Work Site , Spreading In Uniform Layers With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density , Complete As Per Clause 401 Plant Mix Method Grade Iii Material ( Ino3-03 , Pgno . 25 ) ( State Dsr ) Item Spec . ( Morth 401 ) , Item No . : 5 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 ( Ino3-23 , Pgno . 28 ) ( State Dsr ) , Item No . : 6 Providing And Laying Cast In Situ/ Ready Mix Cement Concrete In M-10 Trap/ Granite/ Quartzite/ Gneiss Metal For Foundation And Bedding Including Bailing Out Water , Formwork , Laying/ Plumping 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/ Vsi Quality Artificial Sand Complete . ( Ino24-01 , Pgno . 177 ) ( State Dsr ) Item Spec . ( Bd . E . 1 Pgno . 287 ) , Item No . : 7 Providing And Laying In Situ M-30 Grade Unreinforced Plain Cement Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is 383 , Using Fine & Corse 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 Mortor 1:8 @ 0 . 6M X 0 . 6M Centre To Centre Admeasuring 80Mm At Bottom And 40Mm At Top With Depth Of 75Mm And Maintaining The Same Throughout Curing Period By Any Other Method Approved By Engineer In Charge . ( Ino5-01 , Pgno . 37 ) ( State Dsr ) Item Spec . ( Morth 602 ) , Item No . : 8 Providing And Fixing Factory Made Hydraullically Pressed , Mechanically Vibrated And Compacted Precast Interlocking 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 Bed Of Natural Sand/ Crushed Sand Of 50Mm Thickness Including Necessary Excavation In All Stratas , Spreading Blindage Of Fine Sand Over The Prepared Bed , Compacting Blocks By Plate Vibrator Etc . Comp . ( Ino 5-20 , Pgno . 45 ) ( State Dsr ) Item Spec . ( Irc-Sp-63 ) , Add Royalty Charges For Item No . 3 - 149 . 50 Cumt X Rs . 141 . 34

INR 2000 /-

INR 7640.0 /-

INR 7.63 Lakhs /-

Name of Work: CONSTRUCTION OF CEMENT CONCRETE ROAD AT RAJE SAMBHAJI COLONY VARIOUS GALLIS IN WARD NO. 07 MAYUR PARK.
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	ITEM NO. : 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 (INO2-11, PGNO. 21) (STATE DSR) ITEM SPEC. (MORTH 301)	1	299	CUM
2	2	ITEM NO. : 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 DO NOT LESS THAN 97% OF STANDARD PROCTOR DENSITY FOR A LEAD OF 300M TO 500M INCLUSIVE, FROM THE SITE OF EXCAVATION TO THE SITE OF DESPOSITIONS AS DIRECTED (INO2-25, PGNO. 23) (STATE DSR) ITEM SPEC. (MORTH 305)	2	299	CUM
3	3	ITEM NO. : 3 PROVIDING EARTH WORK IN EMBANKMENT WITH APPROVED MATERIALS OBTAINED FROM DEPARTMENTAL LAND OR OTHER SOURCES INCLUDING ALL UPTO LEAD 50M, INCLUDING ALL LIFTS, LAYING IN LAYERS OF 20CM TO 30CM THICKNESS, BREAKING CLODS, DRESSING TO THE REQUIRED LINES, CURVES, GRADES AND SECTIONS, WATERING AND COMPACTION WITH VIBRATORY ROLER ETC. COMP. (INO2-28, PGNO. 23) (STATE DSR) ITEM SPEC. (MORTH 305)	3	149.5	CUM
4	4	ITEM NO. : 4 CONSTRUCTION OF GRANULAR SUB-BASE BY PROVIDIG CLOSE GRADED MATERIAL, MIXING IN A MECHANICAL MIX PLANT OF OMC, CARRIAGE OF MIXED MATERIAL TO WORK SITE, SPREADING IN UNIFORM LAYERS WITH MOTOR GRADER ON PREPARED SURFACE AND COMPACTING WITH VIBRATORY POWER ROLLER TO ACHIEVE THE DESIRED DENSITY, COMPLETE AS PER CLAUSE 401 PLANT MIX METHOD GRADE III MATERIAL (INO3-03, PGNO. 25) (STATE DSR) ITEM SPEC. (MORTH 401)	4	74.75	CUM
5	5	ITEM NO. : 5 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 (INO3-23, PGNO. 28) (STATE DSR)	5	59.8	CUM
6	6	ITEM NO. : 6 PROVIDING AND LAYING CAST IN SITU/ READY MIX CEMENT CONCRETE IN M-10 TRAP/ GRANITE/ QUARTZITE/ GNEISS METAL FOR FOUNDATION AND BEDDING INCLUDING BAILING OUT WATER, FORMWORK, LAYING/ PLUMPING 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/ VSI QUALITY ARTIFICIAL SAND COMPLETE. (INO24-01, PGNO. 177) (STATE DSR) ITEM SPEC. (BD.E.1 PGNO. 287)	6	29.9	CUM
7	7	ITEM NO. : 7 PROVIDING AND LAYING IN SITU M-30 GRADE UNREINFORCED PLAIN CEMENT CONCRETE PAVEMENT OVER A PREPARED SUB BASE WITH 43 GRADE CEMENT, COARSE AND FINE AGGREGATE CONFORMING TO IS 383, USING FINE & CORSE 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 MORTOR 1:8 @ 0.6M X 0.6M CENTRE TO CENTRE ADMEASURING 80MM AT BOTTOM AND 40MM AT TOP WITH DEPTH OF 75MM AND MAINTAINING THE SAME THROUGHOUT CURING PERIOD BY ANY OTHER METHOD APPROVED BY ENGINEER IN CHARGE. (INO5-01, PGNO. 37) (STATE DSR) ITEM SPEC. (MORTH 602)	7	44.85	CUM
8	8	ITEM NO. : 8 PROVIDING AND FIXING FACTORY MADE HYDRAULLICALLY PRESSED, MECHANICALLY VIBRATED AND COMPACTED PRECAST INTERLOCKING 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 BED OF NATURAL SAND/ CRUSHED SAND OF 50MM THICKNESS INCLUDING NECESSARY EXCAVATION IN ALL STRATAS, SPREADING BLINDAGE OF FINE SAND OVER THE PREPARED BED, COMPACTING BLOCKS BY PLATE VIBRATOR ETC. COMP. (INO 5-20, PGNO. 45) (STATE DSR) ITEM SPEC. (IRC-SP-63)	8	20.7	SQM
9	9	ADD ROYALTY CHARGES FOR ITEM NO. 3 - 149.50 CUMT X RS. 141.34	9	149.5	CUM