Constructing Concrete Road At Hamidiya Garden And Sahra Colony In Ward No . 107 . , AMC E-TENDER CELL PHASE-3, BUILDING AURANGABAD-Maharashtra

Constructing Concrete Road At Hamidiya Garden And Sahra Colony In Ward No . 107 . , 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 . , 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 , Construction Of Dry Lean Cement Concrete Subbase 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 Sub-Grade Surface If Required Etc . Complete . Ssr 2017- 2018 Item No . 5 . 13 , Providing And Laying In-Situ M40 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 2017- 2018 Item No . 5 . 03 , 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 . Ssr 2017- 2018 Item No . 5 . 20 . , 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 , 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 20000 /-

INR 178450.0 /-

INR 1.78 Crore /-

Name of Work: Constructing Concrete Road at Hamidiya Garden and Sahra Colony in Ward No. 107.
	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.		4620	Cu.M
2	2	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		4620	Cu.M
3	3	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		4620	Cu.M
4	4	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		1540	Cu.M
5	5	Construction of dry lean cement concrete Subbase 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 sub-grade surface if required etc. complete. SSR 2017- 2018 Item No. 5.13		770	Cu.M
6	6	Providing and laying in-situ M40 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 2017- 2018 Item No. 5.03		1540	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. SSR 2017- 2018 Item No. 5.20.		48	Sq.M
8	8	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		2.7	Cu.M
9	9	Add for Royalty Charges		6008.4	Cu.M
10	10	Laboratory Testing of Compressive Strength OF C.C. Cube (Set of 3 cubes).		3	1 Test
11	11	Laboratory Testing of Taking of core samples in concrete pavement.		3	1 Test
12	12	Laboratory Testing of BASIC TEST OF CEMENT. Standard Consistancy, Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness		3	1 Test