Providing And Construction Of Cement Concrete Road Various Places At . Dhanmandi Bag , Khadkeshwar In Ward No . 52 . , TOWN HALL AURANGABAD-Maharashtra

Providing And Construction Of Cement Concrete Road Various Places At . Dhanmandi Bag , Khadkeshwar In Ward No . 52 . , Excavation For Roadway In Earth , Soil Of All Sorts , Sand , Gravel Or Soft Murum Including Dressing Section To The Required Grade , Camber And Side Slopes And Conveying The Excavated Materials With All Lifts Upto A Lead Of 50M . And Spreading For Embankment Or Stacking As Directed . ( Ssr It . 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 It . No . 2 . 25 ) Lead 3 . 00 Km , Construction Of Granular Sub-Base By Providing Close Graded Material , Spreading In Uniform Layers With Motor Grader / Paver On Prepared Surface , Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Vibratory Roller To Achieve The Desired Density , Complete As Per Clause 401 -- By Mix In Place Method And Grading - Ii Material ( Ssr It . No . 3 . 02 ) , Providing And Laying In Situ Cement Concrete In M-10 Of 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 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 . ( Ssr It . No . 24 . 01 / 2017-18 ) , 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 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 No . 5 . 01 , Taking For Compressive Strength Of Cement Concrete Cube ( Set Of 3Cubes ) Etc Complete Ssr Page No . 387 Sr . No . 25 / 2017-18 . , Testing For Takig Concrete Core Samples In Concrete Pavement ( Excluding Dead Journey Charges ) Etc Complete Ssr Page No . 387 Sr . 20 2017-18 . , Raising The Existing Manhole Chamber With 23 Cm Thick Brick Work In Cm 1 : 5 Prop . In 30 Cm Concentrick Cone Includig 12 Mm Thik Cement Plaster In Cm 1 : 4 Prop On Both Side Complete . ( As Per Rate Analysis ) No . , Fixing Of Sfrc Frame And Cover To Manhole Chamber / Rectasngular S . F . R . C . Cover And Frame In C . C . M-15 ( Concrete 1 : 2 : 4 Prop . ) Etc . Complete . ( As Per Rate Analysis ) 22- Circular Hd 540 / 630 With Frame . , Royalti Charges For Metal , Sand Murum Etc Complete .

INR 3000 /-

INR 25000.0 /-

INR 21.99 Lakhs /-

Name of Work: Providing and Construction of Cement Concrete Road Various Places At. Dhanmandi Bag, Khadkeshwar In Ward No.52.
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. (SSR It.No.2.11)	1	163.488	Cum
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 It.No.2.25 )\n Lead 3.00 Km\n	2	163.488	Cum
3	3	Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - II Material (SSR It.No.3.02 )	3	54.9	Cum
4	4	Providing and laying in situ cement concrete in M-10 of 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 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. (SSR It.No.24.01/2017-18 )	4	116.55	Cum
5	5	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 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 No.5.01	5	202.5	Cum
6	6	Taking for Compressive strength of cement concrete cube (Set of 3cubes) Etc Complete SSR Page No.387 Sr.no.25/2017-18.	6	2	Nos
7	7	Testing for takig concrete core Samples in Concrete Pavement ( Excluding Dead Journey Charges) Etc Complete SSR Page No.387 Sr.20 2017-18.	7	1	Nos
8	8	Raising the Existing manhole chamber with 23 cm thick brick work in cm 1 : 5 prop .in 30 cm concentrick cone includig 12 mm thik cement plaster in CM 1 : 4 prop on both side complete. (As per rate analysis ) No.	8	44	Nos
9	9	Fixing of SFRC frame and cover to manhole chamber / Rectasngular S.F.R.C. Cover and frame in C.C. M-15 (Concrete 1 : 2 : 4 prop .) etc. complete. (As per rate analysis) 22- Circular HD 540/630 with frame .	9	44	Nos
10	10	Royalti Charges for Metal, Sand Murum Etc Complete.	10	401.06	Cum