Construction Of Concrete Road From House Of Shree Haridas Harne Mhaske To Kham Nadi At Ward No . 01 Hursul ., TOWN HALL AURANGABAD-Maharashtra

Construction Of Concrete Road From House Of Shree Haridas Harne Mhaske To Kham Nadi At Ward No . 01 Hursul . , 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 Engineer In Charge . A ) Manually Ssr . It . No . 2 . 11 , Conveying Materials Obtained From Road Cutting Including All Lifts , Laying In Layers , Breaking Clods , Dressing To The Required Lines , Curves Grades And Section For A Lead Of Over 300M . To 500M . From The Site Of Excavation To The Site Of Deposition Etc . Complete As Directed By Engineer In Charge . It . No . 912 Pg . No . 245 , Providing Soling Using 80Mm Size Trap Metal In 15Cm . Layer Including Filling Voids With Sand/ Grit Etc . Complete . Ssr 2017-18 It . No . 21 . 4 , Providing And Laying In Situ Cement Concrete In 1:3:6 Of Prop . For Foundation And Bedding Including Etc . Comp . Ssr 2017-18 It . No . 24 . 01 , Construction Of Unreinforced/ Reinforced Cement Concrete Pavements In M30 Grade Concrete With 43/53 Grade Cement , Fine Aggregates And Coarse Aggregates Of Metal Of Trap/ Granite/ Quartzite Mixer Of Appropriate Capacity With Weigh Batcher As Per Approved Mix Desigh , Laid With A Fixed From Of Slip From Paver , Spread Compacted And Finished In Contineous Operation Including Provision Of Contraction , Expansion , Construction And Longititudinal Joints , Joints Filler , Sepration Membrance , Sealant Primer , Joints Sealent , Debonding Strip , Dowel Bar , Tie Rod , Admixtures As Approved , Curing Etc Finishing To Line And Grades Including Transportation Of Mix If Done Through Batching Plat Etc . Complete As Directed By Engineer In Charge . ( Using Tre-Mix Method ) ( Excluding Surface Reinforcement But Including Raising Of Manholes If Necessary With Dowel Bars And Pipes . Ssr 17-18 It . No . 5 . 01 , Royalty = 50 . 97 X 141 . 34

INR 2000 /-

INR 7112.0 /-

INR 7.11 Lakhs /-

Name of Work: CONSTRUCTION OF CONCRETE ROAD FROM HOUSE OF SHREE HARIDAS HARNE MHASKE TO KHAM NADI AT WARD NO. 01 HURSUL.
	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 ENGINEER IN CHARGE. A) MANUALLY SSR . IT. NO. 2.11	1	106.3	M3
2	2	CONVEYING MATERIALS OBTAINED FROM ROAD CUTTING INCLUDING ALL LIFTS, LAYING IN LAYERS, BREAKING CLODS, DRESSING TO THE REQUIRED LINES, CURVES GRADES AND SECTION FOR A LEAD OF OVER 300M.TO 500M. FROM THE SITE OF EXCAVATION TO THE SITE OF DEPOSITION ETC. COMPLETE AS DIRECTED BY ENGINEER IN CHARGE. IT. NO. 912 PG. NO. 245	2	106.3	M3
3	3	PROVIDING SOLING USING 80MM SIZE TRAP METAL IN 15CM. LAYER INCLUDING FILLING VOIDS WITH SAND/ GRIT ETC. COMPLETE. SSR 2017-18 IT.NO. 21.4	3	79.752	M3
4	4	PROVIDING AND LAYING IN SITU CEMENT CONCRETE IN 1:3:6 OF PROP. FOR FOUNDATION AND BEDDING INCLUDING ETC. COMP. SSR 2017-18 IT.NO. 24.01	4	53.15	M3
5	5	CONSTRUCTION OF UNREINFORCED/ REINFORCED CEMENT CONCRETE PAVEMENTS IN M30 GRADE CONCRETE WITH 43/53 GRADE CEMENT, FINE AGGREGATES AND COARSE AGGREGATES OF METAL OF TRAP/ GRANITE/ QUARTZITE MIXER OF APPROPRIATE CAPACITY WITH WEIGH BATCHER AS PER APPROVED MIX DESIGH, LAID WITH A FIXED FROM OF SLIP FROM PAVER, SPREAD COMPACTED AND FINISHED IN CONTINEOUS OPERATION INCLUDING PROVISION OF CONTRACTION, EXPANSION, CONSTRUCTION AND LONGITITUDINAL JOINTS, JOINTS FILLER, SEPRATION MEMBRANCE, SEALANT PRIMER, JOINTS SEALENT, DEBONDING STRIP, DOWEL BAR, TIE ROD, ADMIXTURES AS APPROVED, CURING ETC FINISHING TO LINE AND GRADES INCLUDING TRANSPORTATION OF MIX IF DONE THROUGH BATCHING PLAT ETC. COMPLETE AS DIRECTED BY ENGINEER IN CHARGE. (USING TRE-MIX METHOD) (EXCLUDING SURFACE REINFORCEMENT BUT INCLUDING RAISING OF MANHOLES IF NECESSARY WITH DOWEL BARS AND PIPES. SSR 17-18 IT. NO. 5.01	5	79.752	M3
6	6	ROYALTY = 50.97 X 141.34	6	50.97	CUM