Construction Of Concrete Road At Various Places At Roshan Gate In Ward No . Ward No . 44, TOWN HALL AURANGABAD-Maharashtra

Construction Of Concrete Road At Various Places At Roshan Gate In Ward No . Ward No . 44 , Excavation For Road Way In Earth Soil Of All Sorts Sand Gravel Soft Murum Including Dressing Section To The Require Grade Camber And Side Slope And Conveying The Excavation Materials With All Lifts And Upto A Lead Of 50 Mtrs And Spreading For Embankment . . . . Etc As Directed By Engineer Incharge Dsr 2017-18 Page No . 21 Item No . 2 , Conveying Materials , Obtained From Road Cutting , Including All Lifts , Laying In Layers Breaking Clods , Dressing To The Required Lines , Cures Grades And Section For A Lead Of Over 2 Km Inclusive From The Site Of Excavation To The Site Of Deposition Etc Comp . . . . Etc As Directed By Engineer Inchage Spec . Rd . 18 Page No . 197 Pwd Dsr 2017-18 Item No . 02 . 26 . Page No . , Providing And Laying In Situ Cement Concrete M-10/1:3:6 Of Trap/Granite/Quartzite/Gneiss Metal For Foundation And Bedding Including Necessary Compacting And Curing Etc . Complete As Directed By Engineer Incharge ( Base Leveling Course Of Casting Con . ) ( Dsr Item No . 24 . 01 Page No . 171 ) , Providing And Laying In Situ M-30 Grade Unreinforcedplain Cement Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate 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 Mixin G Plant/Non Tilting Mixer And Weigh Batcher As Per Approved Mix Desiing , Admixtures , Transporting To Site , Spreading , Laying Compacting And Finishing 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 . 6 M Centre To Centre , Admeasuign 80 Mm At Bottom And 40 Mm At Top With Depth Of 75 Mm And Maintaining The Same Throughout Curing Period By Any Other Method Approved By Engineer-In-Charge Ssr 2017-18 Sr . No . 182 Item No . 5 . 04 Page No . 21 To 22 Morth 602 . , Construction Of Granua R Sub Base By Providing Close Graded Material Mixing Mechanical Mix Plant At Omc Carriage Of Mixed Material , Sacrifying Existing Bitumen Bavement To A Depth Of 50 Mm By Mannual Means And Disposal Fo Material To 1 Km Etc . , Providing And Applying Cement Slurry On Existing B . T . Road .

INR 3000 /-

INR 10084.0 /-

INR 10.08 Lakhs /-

Name of Work: Construction of Concrete Road at Various Places at Roshan Gate in Ward No. Ward No. 44
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Excavation for road way in earth soil of all sorts sand gravel soft murum including dressing section to the require grade camber and side slope and conveying the excavation materials with all lifts and upto a lead of 50 mtrs and spreading for embankment....etc as directed by engineer incharge DSR 2017-18 Page No. 21 Item No. 2	1	101.06	M3
2	2	Conveying materials, obtained from road cutting, including all lifts, laying in layers breaking clods, dressing to the required lines, cures grades and section for a lead of over 2 km inclusive from the site of excavation to the site of deposition etc comp....etc as directed by engineer inchage Spec.Rd. 18 Page No. 197 PWD DSR 2017-18 Item No. 02.26. Page No.	2	101.06	M3
3	3	Providing and laying in situ cement concrete M-10/1:3:6 of trap/granite/quartzite/gneiss metal for foundation and bedding including necessary compacting and curing etc. complete as directed by engineer incharge (base leveling course of casting con.) (DSR item No. 24.01 Page No. 171)	3	65.94	M3
4	4	Providing and laying in situ M-30 Grade unreinforcedplain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate 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 mixin g plant/non tilting mixer and weigh batcher as per approved mix desiing, admixtures, transporting to site, spreading, laying compacting and finishing 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 @ 0.6 m centre to centre, admeasuign 80 mm at bottom and 40 mm at top with depth of 75 mm and maintaining the same throughout curing period by any other method approved by engineer-in-charge SSR 2017-18 Sr.No. 182 Item No. 5.04 page No. 21 to 22 Morth 602.	4	133.71	M3
5	5	Construction of granua r sub base by providing close graded material mixing mechanical mix plant at OMC carriage of mixed material	5	43.31	M3
6	6	Sacrifying existing bitumen bavement to a depth of 50 mm by mannual means and disposal fo material to 1 Km etc.	6	288.75	Sq.M
7	7	Providing and applying cement slurry on existing B.T. road.	7	288.75	Sq.M