Constructing Concrete Road Near H/O Sanjay Rathod To Jadhav Classes And H/O Ramdas Gadekar Plot No . 89 Hitopadesh Society In Ekta Nagar Ward No . 03, TOWN HALL, AURANGABAD-Maharashtra

Constructing Concrete Road Near H / O Sanjay Rathod To Jadhav Classes And H / O Ramdas Gadekar Plot No . 89 Hitopadesh Society In Ekta Nagar Ward No . 03 , Dismentling Of Flexible Pavements And Dispoal Of Diamentling Meterial Upto A Lead Of 1 . 00 Km Stacking Serviceable , Unserviceable Material Seprately Etc . All Comp . ( Ssr / 2017-2018 / I . No . 3 . 09 P-26 ) , Excavation For Road Way In Earth Soil Of All Sorts Sand , Gravel Or Soft Murum And Hard Murum With Boulder Including Dressing Section To The Required Grade , Chamber And Side Slopes And Conveying The Excavated Materials With All Lifts And Spreading For Embankemt Or Stacking Etc . As Directed By Engineer In Charge . Ssr 2017-2018 Page No . 21 Item No . 02 . , 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 Sections And Compacting To Not Less Than 97% Of Standard Proctor Density For A Lead Of Over To 300 To 500 Mtr Inclusive From The Site Of Excavation To The Site Of Deposition 5 . 00Km Etc . Comp . As Directed By Engineer In Charge . ( It . No . 2-26 , Pg . No . 23 ) Item ( Morth 305 ) & ( 215 + 5% Corportion Area ( On Basic Less 3% For Labour Amm / Cess / Insurance ) I . E . 215+ 10 . 43 , Raising Existing Manhole Chamber With 23Cm Brick Work Cm 1:5 Prop 30Cm Concentric Cone Including 12Mm Thick Cement Plaster In Cm 1:4 Prop On Both Side Etc . All Complete ( As Per Rate Analysis ) , Providing Hard Murum Of Cbr Not Less Than 10% In Embankment Obtained By Departmental Land Or Other Sources Including All Lifts And Leads Upto 50M Laying In Layers Of 20 To 30 Cm Thickness Breaking Clouds , Dressing To The Required Lines , Curves Grade And Section Watering And Compaction With Vibratory Roller Etc . Comp . Spec . No . Rd . 12 Page No . 189 Ssr 2017-2018 Page No . 245 Item No . 910 , 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 Of Work , Laying In Uniform Layers With Paver In Sub Base / Base Course On Well Prepared Surface And Compacting With Viratory Roller To Achieve The Desired Density . Item No . 21 . 38 Page No . 154 ( Ssr 2017-2018 ) , Providing And Laying In Situ Cement Concrete In M-10 / 1:3:6 With Trap Metal For Cement Concrete Pavement Bedding Including Necessary Compacting And Curing Etc . Comp . As Directed By Engineer In Charge . ( Base Levelling Course Of Cast In Concrete Ssr Item No . 24 . 01 Page No . 177 ) , Providing Steel Fiber Reinforced Concrete Sfrc Frame And Cover 560 / 540Mm . Dia Heavy Duty Of Approved Make Etc . Comp . Mjp Dsr Item No . 17 Page No . 257 ( As Per Rate Analysis ) , 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 2017-2018 ) , Add For Royalty Charges

INR 3000 /-

INR 25000.0 /-

INR 24.98 Lakhs /-

Name of Work: CONSTRUCTING CONCRETE ROAD NEAR H/O SANJAY RATHOD TO JADHAV CLASSES AND H/O RAMDAS GADEKAR PLOT NO. 89 HITOPADESH SOCIETY IN EKTA NAGAR WARD NO. 03
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	DISMENTLING OF FLEXIBLE PAVEMENTS AND DISPOAL OF DIAMENTLING METERIAL UPTO A LEAD OF 1.00 KM STACKING SERVICEABLE, UNSERVICEABLE MATERIAL SEPRATELY ETC. ALL COMP. (SSR/ 2017-2018/ I.NO. 3.09 P-26)	1	10.67	CUM
2	2	EXCAVATION FOR ROAD WAY IN EARTH SOIL OF ALL SORTS SAND, GRAVEL OR SOFT MURUM AND HARD MURUM WITH BOULDER INCLUDING DRESSING SECTION TO THE REQUIRED GRADE, CHAMBER AND SIDE SLOPES AND CONVEYING THE EXCAVATED MATERIALS WITH ALL LIFTS AND SPREADING FOR EMBANKEMT OR STACKING ETC. AS DIRECTED BY ENGINEER IN CHARGE. SSR 2017-2018 PAGE NO. 21 ITEM NO. 02.	2	462	CUM
3	3	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 SECTIONS AND COMPACTING TO NOT LESS THAN 97% OF STANDARD PROCTOR DENSITY FOR A LEAD OF OVER TO 300 TO 500 MTR INCLUSIVE FROM THE SITE OF EXCAVATION TO THE SITE OF DEPOSITION 5.00KM ETC. COMP. AS DIRECTED BY ENGINEER IN CHARGE. (IT. NO. 2-26, PG.NO. 23) ITEM (MORTH 305) & (215 + 5% CORPORTION AREA (ON BASIC LESS 3% FOR LABOUR AMM/ CESS/ INSURANCE) I.E. 215+ 10.43	3	462	CUM
4	4	RAISING EXISTING MANHOLE CHAMBER WITH 23CM BRICK WORK CM 1:5 PROP 30CM CONCENTRIC CONE INCLUDING 12MM THICK CEMENT PLASTER IN CM 1:4 PROP ON BOTH SIDE ETC. ALL COMPLETE (AS PER RATE ANALYSIS)	4	9	NO
5	5	PROVIDING HARD MURUM OF CBR NOT LESS THAN 10% IN EMBANKMENT OBTAINED BY DEPARTMENTAL LAND OR OTHER SOURCES INCLUDING ALL LIFTS AND LEADS UPTO 50M LAYING IN LAYERS OF 20 TO 30 CM THICKNESS BREAKING CLOUDS, DRESSING TO THE REQUIRED LINES, CURVES GRADE AND SECTION WATERING AND COMPACTION WITH VIBRATORY ROLLER ETC. COMP. SPEC. NO. RD. 12 PAGE NO. 189 SSR 2017-2018 PAGE NO. 245 ITEM NO. 910	5	182.16	CUM
6	6	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 OF WORK, LAYING IN UNIFORM LAYERS WITH PAVER IN SUB BASE/ BASE COURSE ON WELL PREPARED SURFACE AND COMPACTING WITH VIRATORY ROLLER TO ACHIEVE THE DESIRED DENSITY. ITEM NO. 21.38 PAGE NO. 154 (SSR 2017-2018)	6	249.75	CUM
7	7	PROVIDING AND LAYING IN SITU CEMENT CONCRETE IN M-10/ 1:3:6 WITH TRAP METAL FOR CEMENT CONCRETE PAVEMENT BEDDING INCLUDING NECESSARY COMPACTING AND CURING ETC. COMP. AS DIRECTED BY ENGINEER IN CHARGE. (BASE LEVELLING COURSE OF CAST IN CONCRETE SSR ITEM NO. 24.01 PAGE NO. 177)	7	146.5	CUM
8	8	PROVIDING STEEL FIBER REINFORCED CONCRETE SFRC FRAME AND COVER 560/ 540MM. DIA HEAVY DUTY OF APPROVED MAKE ETC. COMP. MJP DSR ITEM NO. 17 PAGE NO. 257 (AS PER RATE ANALYSIS)	8	9	NO
9	9	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 2017-2018)	9	219.75	CUM
10	10	ADD FOR ROYALTY CHARGES	10	518.29	CUM