Constructing White Topping Cement Concrete Pavement On Road From Jalgaon Road To Cidco Police Station Ward No - 39, Town Hall near Head Post Office Aurangabad-Maharashtra

Constructing White Topping Cement Concrete Pavement On Road From Jalgaon Road To Cidco Police Station Ward No - 39 , Excavation For Pavement Road Way In Earth Soil Of All Types Sand Gravl Soft Murum Including Dressing Section To Required Grade , Camber , And Side Slopeand Conveying The Excavated Materials With All Lifts Leads Up To A Lead Pf 50 M . And Spreading For Embankment Or Stacking Etccomplete As Directed By Engineer In Charge . Spec . No . :Ssr / 2017-18 / P 21 / Sr No-88 / Ssr I No-2 . 11 , 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 Section , Watering And Compacting To Not Less Than 97% Of Standard Proctor Density For A Lead Of Over 50M . To 300M . Inclusive From The Site Of Excavation To The Site Of Deposition As Directed . Ssr / 2017 -18 / Pg . 23 / It . 2 . 25 / Sr . No . 102 , Dismantling Of Flexible Pavements And Disposal Of Dismantled Materials Up To A Lead Of 1000 Metres , Stacking Serviceable And Unserviceable Materials Separately Etc . Complete . , Construction Of Granular Sub-Base By Providing Close Graded Material , Mixing In A Mechanical Mix Plant At Omc , Carriage Of Mixed Material To Work Site , Spreading In Uniform Layers With Motor Grader / Paver On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density , Complete As Per Clause 401 -- Plant Mix Method And Grading - Ii Material , Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383 , The Size Of Coarse Aggregate Not Exceeding 25 Mm , , Cement Content Not To Be Less Than 150 Kg / Cum , Optimum Moisture Content To Be Determined During Trial Length Construction , Concrete Strength Not To Be Less Than 10 Mpa At 7 Days , Mixed In A Batching Plant / Weigh Batch Mixer , Transported To Site With All Leads And Lifts , Laid With A Paver With Electronic Sensor / By Suitable Means As Approved By Engineer-In-Charge , Compacting With Vibratory Roller , Finishing , Curing And Including Preparation Of Subgrade Surface If Required Etc . Complete . , Providing And Laying In-Situ M40 Grade Unreinforced Plain Cement Concrete Pavement With Max 20% Fly Ash ( Fly-Ash Upto 20% By Weight Of Cement ) 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 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 Mortar 1:8 @0 . 6M X 0 . 6M Centre To Centre , Admeasuring 80 Mm At Bottom And 40 Mm At Top With Depth Of 75Mm And Maintaining The Same Throughout Curing Period By Any Other Method Approved By Engineer-In-Charge . ( With 50 % Crush Sand & 50 % River Sand And Including Groove Cutting & Fiber 0 . 90 Kg / Cum ) , Providing And Fixing Factory Made Hydraulically Pressed Mechanically Vibrated And Compacted Precast Inter Locking Cement Concrete Paving Blocks 80Mm Thick In M-40 Grade Of Approved Size And Shape For City Streets , Small / Medium Market Roads , Low Volume Roads , Utility Cuts On Arterial Roads Etc . As Specified And As Per Is 15658:2006 Including Cost Of All Materials , Manufacturing , Curing , Transportation Of Blocks To Work Site Including Loading , Unloading And Stacking As Directed , Laying Paving Blocks In Position Over Prepared Bed Of Natural Sand / Crushed Sand Of 50 Mm Thickness Including Necessary Excavation In All Stratas , Spreading Blindge Of Fine Sand Over The Prepared Bed , Compacting Blocks By Plate Vibrator Etc . Complete . , Excavation For Foundation / Pipe Line Treanches In Earth Soil Of All Types Sand Gravl Soft Murum Including Dressing Section To Required Grade , Camber , And Side Slopeand Conveying The Excavated Materials With All Lifts Leads Up To A Lead Pf 50 M . And Spreading For Embankment Or Stacking Etccomplete As Directed By Engineer In Charge . Lift 0 To 1 . 5 M , Providing Isi Staandard R . C . C . Pipe Of The Foll0wing Size Including Inspection Charges Loading Unloading Etc Complate 300 Mm Dia . , Lowering , Laying And Jointing In Proper Grade And Aliganment R . C . C Pipe With Cement Jiont In C . M . 1:1 Proportion Of Following Diameter Including Cost Of Conveyance From Store To The Site Of Work Giving Satifactory Hydraulic Testing Etc . Complate 300Mm Dia . Pipe .

INR 1200 /-

INR 72246.0 /-

INR 72.24 Lakhs /-

Name of Work:Constructing white topping cement concrete pavement on road from Jalgaon road to CIDCO police station ward no - 39
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Excavation for pavement road way in earth soil of all types sand gravl soft murum including dressing section to required grade, camber, and side slopeand conveying the excavated materials with all lifts leads up to a lead pf 50 m. and spreading for embankment or stacking etccomplete as directed by engineer in charge. spec. No. :SSR/2017-18/P 21/SR No-88/SSR I no-2.11	1	311.72	Cu.M.
2	2	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 section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed.SSR/2017 -18/ pg.23 / It.2.25/ Sr.No.102	2	311.72	Cu.M.
3	3	Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete.	3	705	Cu.M.
4	4	Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material	4	723.45	Cu.M.
5	5	Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of subgrade surface if required etc. complete.	5	479.6	Cu.M.
6	6	Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight of Cement) 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 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 Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.(with 50 % Crush sand & 50 % River sand and including groove cutting & fiber 0.90 kg/cum)	6	719.4	Cu.M.
7	7	Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete.	9	90	Sq.M.
8	8	Excavation for foundation / pipe line treanches in earth soil of all types sand gravl soft murum including dressing section to required grade, camber, and side slopeand conveying the excavated materials with all lifts leads up to a lead pf 50 m. and spreading for embankment or stacking etccomplete as directed by engineer in charge. lift 0 to 1.5 m	10	40	Cu.M.
9	9	Providing ISI staandard R.C.C. pipe of the foll0wing size including inspection charges loading unloading etc complate 300 mm dia.	11	40	Rmt.
10	10	Lowering , laying and jointing in proper grade and aliganment R.C.C pipe with cement jiont in C. M. 1:1 proportion of following diameter including cost of conveyance from store to the site of work giving satifactory hydraulic testing etc. complate 300mm dia. pipe.	12	40	Rmt.