Construction Concrete Road From H/O Suresh Plallave To H/O Santosh Shinde At Shivaji Colony Mukudwadi . , AMC E-TENDER CELL PHASE-3, BUILDING AURANGABAD-Maharashtra

Construction Concrete Road From H/O Suresh Plallave To H/O Santosh Shinde At Shivaji Colony Mukudwadi . , Excavation For Roadway In Earth , Soil Of All Sorts , Sand , Gravel Or Soft Murum Inlcuding Dressing Sectin To The Required Grade , Camber And Side Slopes And Conveying The Excavated Mat Erials With All Lifts Upto A Lead Of 50 M . And Spreading For Embankment Or Stacking As Directed . By Mechanical Means . Mort 301 2 . 1 - Morth 309 , ( Ssr No . : 2 . 11 ) , Conveying Materials Obtained Form Road Cutting Inlcuding All Lifts , Laying In Layers Of 20 Cm To 30 Cm 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 300 Cm To 500 M Incusive , From The Site Of Excavation To The Site Of Depostion As Directed , Orth 305 2 . 25 - Morth 2504 ( Ssr No . : 2 . 25 ) , Construction Of Granualr Sub-Base By Providing Close Graded Material , Mixing In A Mechanical Mix Plant At Omc , Carriage Of Mixed Material To Work Site , Spreding In Uniform Layers With Motor Grader / Paver On Prepared Surface And Compacting With Vibratory Power Roller To Clause 401 , Paint Mix Method And Grading- Iii Material Morth 401 3 . 02 Morth 202 ( Ssr No . : 3 . 02 ) , Providing And Laying Cast In Situ / Ready Mix Cement Concrete In M-10 Of Trap/ Granite/ Quartzit / Gneiss Metal For Foundation And Bedding Including Bailling 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 Enabaled Reversible Drum Type Mixer / Concrete Batch Mix Plant ( Pan Mixer ) Etc . Complete . With Natural Sand / V . S . . I . Quality Artificial Sand Bde 1 . 20 . 01 - Bd . E . 1 Page No . 287 ( Ssr No . 24 . 01 ) , Providing And Laying In Situ M-30 Grade Unreinforced Plain Cement Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement Coarse And Fine Aggregate Conforming Tgo 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 Titing Mixer And Weigh Batcher As Per Approved Mix Design Admixtures , Tgrasnporting To Site , Spreading Laying With Approved Make Paver , Compacted And Finished In A Continuus Operation , Finishing To Lines And Grades As Direced 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 75 Mm And Maintaining The Same Throghout Curing Period By Any ( Other Method Approved By Engineer In Charge ) ( Intial Lead ) Of 5 . 00 Km For Raw Material Up To Plant Site ) Spec . No . M . O . R . T . And H 2013 Cl-602 P . No . 263 Morth 602 5 . 01- Morth 602 ( Ssr No . 5 . 01 )

INR 575 /-

INR 4460.0 /-

INR 4.46 Lakhs /-

Name of Work: Construction Concrete Road From H/O Suresh Plallave To H/O Santosh Shinde At Shivaji Colony Mukudwadi.
	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 inlcuding dressing sectin to the required grade, camber and side slopes and conveying the Excavated mat erials with all lifts upto a lead of 50 m. and spreading for embankment or stacking as directed. By Mechanical Means. Mort 301 2.1 - Morth 309, (SSR No. : 2.11)	1	86.4	Cubic Metre
2	2	Conveying materials obtained form road cutting inlcuding all lifts, laying in layers of 20 cm to 30 cm 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 300 cm to 500 m incusive, from the site of excavation to the site of depostion as directed, orth 305 2.25 - Morth 2504 (SSR No. : 2.25)	2	86.4	Cubic Metre
3	3	Construction of granualr sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, Carriage of mixed Material to work site, spreding in uniform layers with motor grader / paver on prepared surface and compacting with vibratory power roller to clause 401, paint mix method and Grading- III Material Morth 401 3.02 Morth 202 (SSR No. : 3.02)	3	35.64	Cubic Metre
4	4	Providing and laying Cast in situ / Ready Mix cement concrete in M-10 of trap/ granite/ quartzit / gneiss metal for foundation and bedding including bailling 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 enabaled reversible Drum Type mixer / concrete Batch mix plant (Pan mixer) etc. complete. with natural sand / V.S..I. quality Artificial Sand BDE 1.20.01 - Bd. E. 1 Page No. 287 (SSR No. 24.01)	4	25.92	Cubic Metre
5	5	Providing and laying in situ M-30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement coarse and fine aggregate conforming tgo 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 titing mixer and Weigh batcher as per approved mix design admixtures, tgrasnporting to site, spreading laying with approved make paver, compacted and finished in a continuus operation, finishing to lines and grades as direced 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 75 mm and maintaining the same throghout curing period by any (other method approved by Engineer in charge) (intial lead ) of 5.00 km for raw material up to plant site) Spec. No. M.O.R.T. and H 2013 CL-602 P. No. 263 Morth 602 5.01- Morth 602 (SSR No. 5.01)	5	32.4	Cubic Metre