Constructing Concrete Road At Vivekanand Pooram Phase - 2 In Ward No . 101 . , TOWN HALL AURANGABAD-Maharashtra

Constructing Concrete Road At Vivekanand Pooram Phase - 2 In Ward No . 101 . , 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- 2018 Item No . 2 . 11 . , 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 2017- 2018 Item No . 3 . 09 , Conveying Materials Obtained From Road Cutting Including All Lifts , Laying In Layers Of20cm 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- 2018 Item No . 2 . 25 . , Providing Earth Work In Embankment With Approved Materials Obtained From Departmental Land Or Other Sources Upto Lead Of 50M . Including All Lifts , Laying In Layers Of 20Cm . To 30Cm . Thickness Breaking Clods , Dressing To The Required Lines , Curves , Grades And Section , Watering And Compaction With Vibratory Roller With V-Sat Attachment To Achieve Not Less Than 97 % Of Standard Proctor Density Etc . Complete . Ssr 2017- 2018 Item No . 2 . 27 . , 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- 2018 Item No . 3 . 05 . , 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 Ssr 2017- 2018 Item 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 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 . Ssr 2017- 2018 Item No . 5 . 01 . , Cutting Transverse Contraction Joints 3 To 4 Mm Wide And Depth 60Mm . In Concrete Slab Using Concrete Cutting Machine With Diamond Studded Saw Within 48 Hours Of Casting Of Bay / Slab Etc . Complete Including Subsequent Widening Of The Groove 8 To 10 Mm . Wide At Top Having Depth Of 15 Mm . As Directed By Engineer In Charge . As Per Ssr Item No . 5 . 17 . , Providing And Fixing Heavy Duty Inter Locking Concrete Coloured Paving Blocks Of 80 Mm Thickness Of Having A Strength Of 300 Kg/Sq . Cm . Of Approved Quality And Shape On A Bed Of Crushed Sand Of 25 To 30 Mm Thick Including Skirting Joints And Cleaning Etc . Complete . Ssr 2017- 2018 Item No . 33 . 52 . , Providing And Laying Cast In Situ/Ready Mix Cement Concrete M-15 Of Trap/ Granite/Quartzite/Gneiss Metal For Coping To Plinth Or Parapet , Moulded Or Chamfered As Per Drawing Or As Directed Including Steel Centering , Plywood/ Steel Formwork Compacting , Roughening Them If Special Finish Is To Be Provided , Finishing Uneven And Honeycombed Surface And Curing Etc . Complete . The Cement Mortar 1:3 Plaster Is Considered For Rendering Uneven And Honeycombed Surface Only . Newly Laid Concrete Shall Be Covered By Gunny Bag , Plastic , Tarpaulin Etc . ( Wooden Centering Will Not Be Allowed . ) . As Per Ssr Item No . 24 . 16 . , Add For Royalty Charges , Laboratory Testing Of Compressive Strength Of C . C . Cube ( Set Of 3 Cubes ) . , Laboratory Testing Of Taking Of Core Samples In Concrete Pavement . , Laboratory Testing Of Basic Test Of Cement . Standard Consistancy , Fineness , Specific Gravity , Setting Time ( Initial & Final ) , Compressive Strength , Soundness .

INR 600 /-

INR 24980.0 /-

INR 24.98 Lakhs /-

Name of Work : Constructing Concrete Road AT Vivekanand Pooram Phase - 2 in Ward No. 101.
	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 2017- 2018 Item No. 2.11.		576	Cu.M
2	2	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 2017- 2018 Item No. 3.09		300	Sq.M
3	3	Conveying materials obtained from road cutting including all lifts, laying in layers of20cm 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- 2018 Item No. 2.25.		576	Cu.M
4	4	Providing earth work in embankment with approved materials obtained from departmental land or other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete. SSR 2017- 2018 Item No. 2.27.		256	Cu.M
5	5	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- 2018 Item No. 3.05.		192	Cu.M
6	6	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 SSR 2017- 2018 Item No. 24.01.		158	Cu.M
7	7	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. SSR 2017- 2018 Item No. 5.01.		237.024	Cu.M
8	8	Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer in charge. As Per SSR Item No. 5.17.		555	RMT
9	9	Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 80 mm thickness of having a strength of 300 kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete. SSR 2017- 2018 Item No. 33.52.		14	Sq.M
10	10	Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.). As Per SSR Item No. 24.16.		0.765	Cu.M
11	11	Add for Royalty Charges		256.392	Cu.M
12	12	Laboratory Testing of Compressive Strength OF C.C. Cube (Set of 3 cubes).		1	1 Test
13	13	Laboratory Testing of Taking of core samples in concrete pavement.		1	1 Test
14	14	Laboratory Testing of BASIC TEST OF CEMENT. Standard Consistancy, Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness.		1	1 Test