Constructing Of Cement Concrete Road At Mujeb Colony Lane No . 4 In Ward No . 43 Sharif Colony, TOWN HALL AURANGABAD-Maharashtra

Constructing Of Cement Concrete Road At Mujeb Colony Lane No . 4 In Ward No . 43 Sharif Colony , Excavation For Pipe Line Trenches In Earth , Soil Of All Types , Sand , Gravel And Soft Murum , Including Removing The Excavated Material Upto A Distance 50 Mtr . & Lift As Below , Stacking And Spreading As Directed , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling Etc . Complete . , Transportation Of Surplus Material From Work Site To Any Disposal Places As Directed By Engineer In Unloading And Stacking Etc Complete , 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 Cast In Situ/Ready Mix Cement Concrete In M-10 Of Trap/Granite/Quartzite/Gneiss Metal For Foundation And Bedding Including Bailing Out Water , Formwork , Laying/Pumping , 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/V . S . I . Quality Artificial Sand , 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 Mixing Plant/Non Tilting Mixer And Weigh Batcher As Per Approved Mix Design , Admixtures , Transporting To Site , Spreading , Laying Compacting And Finished In A Continous Operation , Finishing To Lines And Grades As Directed By Engineer-In-Charge And Curing By Compound / By Providing Cement Vata In Cement Mortar 1:8 @ 0 . 6M X 0 . 6M Centre To Centre , Admeasuring 80Mm At Bottom And 40Mm At Top Woith Depth Of 75Mm And Maintaining The Same Throughout Curing Period By Any Other Method Approved By Engineer-In-Charge . , Raising Existing Manhole Chamber With 23Cm Brick Work Cm 1:5 Prop Etc Complete ( As Per Rate Analysis ) , Royalty Charges For Natural Materials Etc . Complete

INR 2000 /-

INR 8911.0 /-

INR 8.91 Lakhs /-

Name of Work: Constructing of Cement concrete road at Mujeb colony lane no.4 in ward no.43 sharif colony
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Excavation for pipe line trenches in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance 50 mtr. & lift as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete.	1	134.68	M3
2	2	Transportation of surplus material from work site to any disposal places as directed by engineer in unloading and stacking etc complete	2	134.68	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	72.15	M3
4	4	Providing and laying cast in situ/Ready Mix cement concrete in M-10 of trap/granite/quartzite/gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, 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/V.S.I. quality Artificial Sand	4	48.1	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 mixing plant/non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying compacting and finished in a continous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by compound / by providing cement vata in cement Mortar 1:8 @ 0.6m x 0.6m centre to centre, admeasuring 80mm at bottom and 40mm at top woith depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.	5	72.15	M3
6	6	Raising existing manhole chamber with 23cm brick work cm 1:5 prop etc complete (as per rate analysis)	6	8	Nos
7	7	Royalty charges for natural materials etc. complete	7	239.899	M3