Constructing Cement Concrete Road At Matrura Nagar E-1 Shri . Adhane Mama House To Hanuman Mandir, TOWN HALL AURANGABAD-Maharashtra

Constructing Cement Concrete Road At Matrura Nagar E-1 Shri . Adhane Mama House To Hanuman Mandir , 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 . :Rd . 3 Ssr/2017 -18/ Pg . 23 / It . 2 . 25/ Sr . No . 102 , 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 AsDirected . Ssr/2017 -18/ Pg . 23 / It . 2 . 25/ Sr . No . 102 , Providing Soling Using 80 Mm Size Trap Metal In 15 Cm . Layer Including Filling Voids With Crushed Sand/Grit , Ramming , Watering Etc . Complete . , Construction Of Granular Sub Base By Providing Close Graded Material Mixing In Mechnical Mix Plant At Omc , Carriage Of Mixed Material To Worksite Spreading In Uniform Layers With Motor Grade On Prepared Surface And Compacting With Vibratory Powerroller To Achive The Desired Density , Complete As Per Morth Clause 401 ( By Plant Mix Method ) Pwd/Dsr/P248/I927 Construction Of Granular Sub Base 2 , Construction Of Dry Lean Concrete Sub Bas Over A Prepared Sub-Grade With Coarse And Fine Aggregate Not Exceeding 25 Mm , Cement Content Not To Be Less Than 150 Kg/Cum , Optimum Moisture Content To Be Determined Trial Length Construction , Concrete Strength Not To Be Less Than 10 Mpa Of 7 Days , Mixed In Batching Plant/ Weigh Batch Mixer , Transported To Site With All Leads And Lifts , Laid With Electronic Sensor/By Suitable Means As Approved By Engineer In Charge Compacting With Vibratory Roller , Finishing , Curing And Including Preparation Pf Sub-Grade Surface If Required Etc . Complete . Ssr/2017-18/P43/I5 . 13/Sr . No . -190 . , Providing And Laying In-Situ M30 Grade Unreinforced Plain Cement Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate ( Natural Sand/ Vsi Grade Finely Washed Crushed Sand ) 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 . Ssr 2018-19 , Royalty Charges

INR 3000 /-

INR 15572.0 /-

INR 15.57 Lakhs /-

Name of Work: Constructing cement concrete Road at Matrura Nagar E-1 Shri.Adhane Mama House to Hanuman Mandir
	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. :Rd. 3 SSR/2017 -18/ pg.23 / It.2.25/ Sr.No.102	1	427.2	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\ndirected. SSR/2017 -18/ pg.23 / It.2.25/ Sr.No.102	2	427.2	Cu.M.
3	3	Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.	3	142.4	Cu.M.
4	4	Construction of granular sub base by providing close graded material mixing in mechnical mix plant at OMC, carriage of mixed material to worksite spreading in uniform layers with motor grade on prepared surface and compacting with vibratory powerroller to achive the desired density, complete as per MORTH clause 401 ( By plant mix method) PWD/DSR/P248/I927 Construction of granular sub base 2	4	142.4	Cu.M.
5	5	Construction of dry lean concrete sub bas over a prepared sub-grade with coarse and fine aggregate not exceeding 25 mm, cement content not to be less than 150 kg/cum, optimum moisture content to be determined trial length construction, concrete strength not to be less than 10 mpa of 7 days, mixed in batching plant/ weigh batch mixer, transported to site with all leads and lifts, laid with electronic sensor/by suitable means as approved by engineer in charge compacting with vibratory roller, finishing, curing and including preparation pf sub-grade surface if required etc. complete. SSR/2017-18/P43/I5.13/Sr. No.-190.	5	71.2	Cu.M.
6	6	Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) 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. SSR 2018-19	6	106.8	Cu.M.
7	7	Royalty Charges	7	170.88	Cu.M.