Providing And Construction Of Cement Concrete Road At Taleshwar Colony , Begumpura In Ward No . 12 Near House Of Irale And Shelke . , TOWN HALL AURANGABAD-Maharashtra

Providing And Construction Of Cement Concrete Road At Taleshwar Colony , Begumpura In Ward No . 12 Near House Of Irale And Shelke . , 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 2017-18 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 2017-18 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 2017-18 It . No . 3 . 05 ) , Providing And Laying In Situ Cement Concrete In M-10 / 1 : 3 : 6 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 2017-18 It . No . 24 . 01 ) , 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 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 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 . ( Intial Lead Of 5 . 00 Km For Raw Materials Up To Plant Site ) Spec . No . M . O . R . T . And H 2013 Cl . 602 P . N . 263 Morth 602 5 . 03 Morth 602 ( Ssr No . 5 . 04 ) , Excavation For Roadway In Soft Rock , Including Dressing Section To The Required Grade , Camber And Side Slopes And Conveying The Excavated Materials With All Leads Upto A Lead Of 50M . And Spreading For Embankments Or Stacking Etc Complete As Directed By Engineer In Charge ( Ssr 2017-18 It . No . 2 . 14 ) , 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 . , Providing And Fixing Factory Made Hydraulically Pressed Mechanically Vibrated And Compacted Precast Inter Locking Cement Concrete Paving Blocks 100Mm Thick In M-40 Grade Of Approved Size And Shape For City Streets And Roads With High Volume / Heavy Traffice 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 . ( Ssr 2017-18 It . No . 5 . 21 ) , Supplying Hard Murum At The Road Side Including Conveying And Stacking Etc . Complete As Directed By Engineer In Charge Spec . No . Rd . 23 / Page No . 203 Dsr I No . 679 Page No . 146 Ssr No . 2 . 29 , Spreading Gravel Sand / Soft Murum / Hard Murum Etc . Complete As Directed By Engineer In Chargespec . No . Rd . 28 / Page No . 205 . Pwd / Dsr / 2013-2014 Page No . 654 Item No . 176 . , 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 . , Scarifying The Existing Granular Road Surface To A Depth Of 50 Mm And Disposal Of Scarified Material Within All Lifts And Leads Upto 1000 Metres . Ssr No . 3 . 09 , Royalti Charges For Metal , Sand Murum Etc Complete .

INR 3000 /-

INR 15000.0 /-

INR 13.48 Lakhs /-

Name of Work: Providing and Construction of Cement Concrete Road At Taleshwar Colony, Begumpura In Ward No.12 Near House of Irale and Shelke.
	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.\n (SSR 2017-18 It.No.2.11)\n	1	62.4	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. \n(SSR 2017-18 It.No.2.25 ) Lead 3.00 Km\n	2	63.402	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\n(SSR 2017-18 It.No.3.05 )\n	3	97.5	Cum
4	4	Providing and laying in situ cement concrete in M-10 /1 : 3 : 6 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.\n(SSR 2017-18 It.No.24.01 )\n	4	65	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 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 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. (intial lead of 5.00 km for raw materials up to plant site) Spec. No. M.O.R.T.and H 2013 Cl.602\nP.N.263 MORTH 602 5.03 MORTH 602(SSR No.5.04)	5	97.5	Cum
6	6	Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all leads upto a lead of 50m. and spreading for embankments or stacking etc Complete as directed by Engineer in charge (SSR 2017-18 It.No.2.14 )	6	2.88	Cum
7	7	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.	7	13	Nos
8	8	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 .	8	12	Nos
9	9	Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-40 grade of approved size and shape for City streets and roads with high volume/ heavy traffice 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.\n(SSR 2017-18 It.No.5.21)\n	9	24	SQM
10	10	Supplying Hard Murum at The road side including Conveying and Stacking etc. complete as directed by Engineer in charge Spec.No.RD.23/Page No.203 DSR I No.679 Page No.146 SSR No.2.29	10	78	Cum
11	11	Spreading Gravel Sand/Soft Murum / hard Murum etc. Complete \nas directed by Engineer in chargeSpec.No.RD.28/Page No.205.\nPWD /DSR /2013-2014 Page No.654 Item No.176.\n	11	78	Cum
12	12	Taking for Compressive strength of cement concrete cube (Set of 3cubes) Etc Complete SSR Page No.387 Sr.no.25/2017-18.	12	1	Nos
13	13	Testing for takig concrete core Samples in Concrete Pavement ( Excluding Dead Journey Charges) Etc Complete SSR Page No.387 Sr.20 2017-18.	13	1	Nos
14	14	Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.\nSSR No.3.09\n	14	320	Cum
15	15	Royalti Charges for Metal, Sand Murum Etc Complete.	15	427.933	Cum