Construction Of Cement Concrete Road At Lane No . 10 B In Ward No . 41 Rahemaniya Colony, TOWN HALL, AURANGABAD-Maharashtra

Construction Of Cement Concrete Road At Lane No . 10 B In Ward No . 41 Rahemaniya Colony , Excavation For Road Way In Earth Soil Of All Sorts Sang Gravel Soft Murum Including Dressing Section To The Require Grade Camber And Side Slope And Conveying The Excavation Materials With All Lifts And Upt O A Lead Of 50 Mtrs And Spreading For Embankment . . . . Etc As Directed By Engineer Incharge , Transportation Of Surplus Material From Work Site To Any Disposal Place As Directed By Engineer Incharge 2 . 25 , Providing Soling Using 80 Mm Size Trap Metal In 15 Cm Layer Including Filling Voids With Sand/Grit Ramming , Watering Complete . As Directed By Engineer In Charge . ( Ssr17-18 ) Item 21 . 4 Pg 99 Ssr Sr No . 811 ( Ssr 17-18 ) , Providing And Laying In Situ Cement Concrete In M-10/1:3:6 With Trap/Granite/Quartzite/Gneiss Metal For Foundation And Bedding Including Dewatering , Form Work , Compacting Roughening Them If Special Finish Is To Be Provided , Finishing If Required And Curing Etc . Complete . ( Base Levelling Course Of Cast In Concrete ) Ssr Item No . Bd . E 1 Pg 104-105 Ssr Sr No . 887 Ssr Item 24 . 01 , 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 Gplant/Non Tilting Mixer And Weigh Batcher As Per Approved Mix Desing , Admixtures , Transporting To Site , Spreading , Laying Compacting 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 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 , Providing And Fixing Factory Made Hydraulically Pressed Mechanically Vibrated And Compacted Precast Interlocking Cement Concrete Paving Blcoks 80Mm Thick In M-40 Grade Of Approved Size And Shape For City , Raising Existing Man Hole Chamber Etc . Complete , Royalty Charges For Natural Materials

INR 600 /-

INR 8916.0 /-

INR 8.91 Lakhs /-

Name of Work: construction of cement concrete road at lane no. 10 B in ward no. 41 Rahemaniya colony
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Excavation for road way in earth soil of all sorts sang gravel soft murum including dressing section to the require grade camber and side slope and conveying the excavation materials with all lifts and upt o a lead of 50 mtrs and spreading for embankment ....etc as directed by engineer incharge	1	143.25	M3
2	2	Transportation of surplus material from work site to any disposal place as directed by Engineer incharge 2.25	2	143.25	M3
3	3	Providing soling using 80 mm size trap metal in 15 cm layer including filling voids with sand/grit ramming, watering complete. As directed by Engineer in charge. (SSR17-18) item 21.4 pg 99 SSR sr no.811 (SSR 17-18)	3	71.625	M3
4	4	Providing and laying in situ cement concrete in M-10/1:3:6 with trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting roughening them if special finish is to be provided, finishing if required and curing etc. complete.(Base levelling course of cast in concrete) SSR Item no. bd.e 1 pg 104-105 SSR sr no.887 SSR item 24.01	4	47.75	M3
5	5	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 gplant/non tilting mixer and weigh batcher as per approved mix desing, admixtures, transporting to site, spreading, laying compacting 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 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	5	71.625	M3
6	6	Providing and fixing factory made hydraulically pressed mechanically vibrated and compacted precast interlocking cement concrete paving blcoks 80mm thick in M-40 grade of approved size and shape for city	6	0.01	M2
7	7	Raising Existing man hole chamber etc. complete	7	12	No
8	8	Royalty charges for natural materials	8	238.153	…..