Construction Of C . C . Road At Various Places At Nutan Colony In Ward 67 . , TOWN HALL, AURANGABAD-Maharashtra

Construction Of C . C . Road At Various Places At Nutan Colony In Ward 67 . , Scarifying Exiting Bitumen Pavement Up To Ad Depth Of 50Mm By Manual Means And Disposal Of Material To 1Km . Spec Morth 305 . 4 . 3 ( Pwd Dsr 2013-14 / Item No . Morth 3 . 14 6 P-174 ) . B ) Bitumenous Surface Dsr Pg No . 251 , 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 Sr . No . 89 Item No . 2 . 11 Spec . Morth 301 Pg . No 5 , Excavation For Roadway In Hard Murum And Boulder 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 Item No . 2 . 13 , Conveying Materials , Obtained From Including All Lifts , Laying In Layers Breaking Clods , Dressing To The Required Lines , Curves Grades And Section For A Lead Of Over 2Km Etc . Complete . As Per Statement C-2 Lead For 3 To 5 Km . Pwd Page No . 249 . Ssr Item No . 2 . 13 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 Sr . No . 811 Item No . 21 . 4 Spec . As Directed By Engineer Pg . No 99 , 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 , 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 Morth 602 Cubic Metre 4692 . 00 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 Incharge 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 . , Royality Charges For Sand , Rubble , Murum , . 60Mm/40Mm Metal ( Hard Broken Etc Complete . )

INR 3000 /-

INR 22371.0 /-

INR 22.37 Lakhs /-

Name of Work: Construction of C.C. Road at Various Places at Nutan Colony in ward 67.
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Scarifying exiting bitumen pavement up to ad depth of 50mm by manual means and disposal of material to 1km. Spec morth 305.4.3 (PWD DSR 2013-14 / Item No. Morth 3.14 6 p-174). B) Bitumenous surface DSR PG NO.251	1	1424.55	M2
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 Sr. No. 89 Item No. 2.11 Spec. MORTH 301 Pg. No 5	2	0.001	M3
3	3	Excavation for roadway in hard murum and boulder 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 Item No. 2.13	3	0.001	M3
4	4	Conveying materials, obtained from including all lifts, laying in layers breaking clods, dressing to the required lines, curves grades and section for a lead of over 2km etc.complete. As per Statement C-2 Lead for 3 to 5 KM. PWD Page No.249. SSR Item No. 2.13 Lead Chart C-1	4	71.2275	M3
5	5	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 Sr. No. 811 Item No. 21.4 Spec. as directed by engineer Pg. No 99	5	0.001	M3
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	6	142.455	M3
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 MORTH 602 Cubic Metre 4692.00 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 incharge 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.	7	213.683	M3
8	8	Royality Charges for Sand, rubble, murum,. 60mm/40mm metal (Hard broken etc complete.)	8	372.876	M3