Constructing Concrete Road From Kailash Nagar To Laxman Chawdi In Ward No . 66, TOWN HALL AURANGABAD-Maharashtra

Constructing Concrete Road From Kailash Nagar To Laxman Chawdi In Ward No . 66 , Dismantling Of Existing B . T . Surface ( Flexible Pavement ) To A Depth Of 50 Mm . By Cold Milling With Writgen Or Similar Type Machine Including Loading Of Dismantled Material By Automatic Conveyor Belt To Transport Vehicle At Site Excluding Lead Charges . As Per Ssr Item No . 3 . 28 . , 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 . As Per Ssr Item 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 7 . 00 Km . Inclusive From The Site Of Excavation To The Site Of Deposition As Directed . As Per Ssr Item No . 2 . 25 . Lead Chart C-1 . , Providing Soling Using 80 Mm Size Trap Metal In 15 Cm . Layer Including Filling Voids With Crushed Sand / Grit , Ramming , Watering Etc . Complete . As Per Ssr Item No . As Per Ssr Item No . 21 . 40 . , Providing Earth Work In Embankment With Approved Materials Obtained From 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 & Section , Watering And Compaction With Vibratory Roller With V-Sat Attachment To Achieve Not Less Than 97 % Of Standard Proctor Density Etc . Complete ( Material Obtained From Other Sources ) . As Per Ssr Item No . 2 . 28 . , Construction Of Granular Sub-Base By Providing Close Graded Material , Mixing In A Mechanical Mix Plant At Omc , Carriage Of Mixed Material To Work Site , Spreading In Uniform Layers With Motor Grader / Paver On Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density , Complete As Per Clause 401 -- Plant Mix Method And Grading - Ii Material . As Per Ssr Item No . 3 . 02 . , 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 , Steel Centering , 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 Fine Aggregate ( Natural Sand / Crushed Sand Vsi Grade Finely Washed Etc ) . As Per Ssr Item No . 24 . 01 . , Providing And Laying In-Situ M40 Grade Unreinforced Plain Cement Concrete Pavement ( Using Tri-Mix Method ) 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 . ( Vibrate & Level With Double Beam Vibrator , Vacuum Dewatering , Float The Surface With Power Trowel , Specified Joint With Groove Cutting , Joint To Be Filled With Specified Material ) As Per Ssr 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 . As Per Ssr Item No . 5 . 20 . , 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 , Supplying And Fixing Of Molded Shank Raised Pavement Markers / Cats Eye Made Of Polycarbonate And Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face And Shall Support A Load Of 16000 Kg Tested In Accordance To Astm D 4280 Type H And Complying To Specifications Of Category A Of Morth Circular No Rw / Nh / 33023 / 10-97 Do Iii Dt . 11 . 06 . 1997 . The Height , Width And Length Shall Not Exceed 50 Mm , 100 Mm And 102 + / - 2 Mm And With Minimum Reflective Area Of 13 Sq . Cm On Each Side And The Slope To The Base Shall Be 35 + / - 5 Degree . The Strength Of Detachment Of The Integrated Cylindrical Shanks , ( Of Diameter Not Less Than 19 + / - 2 Mm And Height Not Less Than 30+ / - 2 Mm ) From The Body Is To Be A Minimum Value Of 500 Kg . Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside , Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturers Recommendation And Complete As Directed By The Engineer . The Contractor Shall Submit A Two Year Warranty For Satisfactory Field Performance Including Stipulated Retro-Reflectance Of The Reflecting Panel , To The Engineer . As Per Ssr Item No . 6 . 09 . , Providing And Laying Cement Concrete Pipe Of Is 458:2003 Np-3 Class Of 600Mm Diameter In Proper Line , Level And Slope Etc . Complete . As Per Ssr Item No . 11 . 14 . , 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 1200 /-

INR 89279.0 /-

INR 89.27 Lakhs /-

Name of Work : Constructing Concrete Road From Kailash Nagar To Laxman Chawdi in Ward No. 66
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Dismantling of existing B.T. Surface (flexible Pavement) to a depth of 50 mm.by cold milling with Writgen or similar type machine including loading of dismantled material by automatic conveyor belt to transport vehicle at site excluding lead charges. As Per SSR Item No. 3.28.		3870	Sq.M
2	2	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. As Per SSR Item No. 2.11.		309.6	Cu.M
3	3	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 7.00 Km. inclusive from the site of excavation to the site of deposition as directed.As Per SSR Item No. 2.25. Lead Chart C-1.		309.6	Cu.M
4	4	Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. As Per SSR Item No.As Per SSR Item No.21.40.		154.8	Cu.M
5	5	Providing earth work in embankment with approved materials obtained from 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 & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) .As Per SSR Item No. 2.28.		19.35	Cu.M
6	6	Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material. As Per SSR Item No. 3.02.		18.75	Cu.M
7	7	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, Steel centering, 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 fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc). As Per SSR Item No.24.01.		387	Cu.M
8	8	Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement (Using Tri-Mix Method) 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. (Vibrate & level with Double beam vibrator, vacuum dewatering, float the surface with power trowel, Specified joint with groove cutting, Joint to be filled with specified material) As Per SSR Item No. 5.03.		774	Cu.M
9	9	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.As Per SSR Item No. 5.20.		1032	Cu.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		38.808	Cu.M
11	11	Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt. 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. As Per SSR Item No. 6.09.		145	No.
12	12	Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600mm diameter in proper line, level and slope etc. complete. As Per SSR Item No. 11.14.		15	RMT
13	13	Add for Royalty Charges		231.909	Cu.M
14	14	Laboratory Testing of Compressive Strength OF C.C. Cube (Set of 3 cubes).		1	1 Test
15	15	Laboratory Testing of Taking of core samples in concrete pavement.		1	1 Test
16	16	Laboratory Testing of BASIC TEST OF CEMENT. Standard Consistancy, Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness		1	1 Test