Constructing Concrete Road Infront Of Mr . Deshpandes House In Ward No . 72 . , AMC E-TENDER CELL PHASE-3, BUILDING AURANGABAD-Maharashtra

Constructing Concrete Road Infront Of Mr . Deshpandes House In Ward No . 72 . , 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 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 5 K . M . Inclusive From The Site Of Excavation To The Site Of Deposition As Directed . As Per Ssr Item No . 2 . 25 ( Lead Chart C -1 ) . , 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 -- 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 , 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 . As Per Ssr Item No . 24 . 01 . , Providing And Laying In-Situ M30 Grade [Using Tre-Mix Method] Unreinforced Plain Cement Concrete Pavement 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 . 01 .

INR 300 /-

INR 1782.0 /-

INR 1.78 Lakhs /-

Name of Work : Constructing Concrete Road infront of Mr. Deshpandes House in Ward No. 72.
	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.		108	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.		2.88	Cu.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 5 K.M. inclusive from the site of excavation to the site of deposition as directed. As Per SSR Item No. 2.25 (Lead Chart C -1).		2.88	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 -- Plant Mix Method and Grading - II Material. As Per SSR Item No. 3.02.		8.4	Cu.M
5	5	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. As Per SSR Item No. 24.01.		8.1	Cu.M
6	6	Providing and laying in-situ M30 Grade [Using tre-mix method] unreinforced plain cement concrete pavement 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. 5.01.		16.2	Cu.M