Construction Of Bt Road From Satara Police Station To H/O Shri . Pandav And Nearby Roads In Ward No . 115, TOWN HALL AURANGABAD-Maharashtra

Construction Of Bt Road From Satara Police Station To H/O Shri . Pandav And Nearby Roads In Ward No . 115 , Excavation For Roadway In Earth , Soil Of All Sorts , Sand , Gravel Or Soft MurumIncluding Dressing Section To The Required Grade , Camber And Side Slopes AndConveying The Excavated Materials With All Lifts Upto A Lead Of 50M . And SpreadingFor Embankment Or Stacking As Directed . Item No . 2 . 11 , Conveying Materials For A Lead Of Over 5Km . Inclusive From The Site Of ExcavationTo The Site Of Deposition As Directed . ( Beyond Lead 5Km ) Item No . 2 . 25 ( Lead Chart C - 1 ) , Supplying Of 40 Mm Metal ( Hand Broken ) At Site Including Conveying And Stacking Etc Complete . As Per Rate Analysis , Spreading 40 Mm To 60 Mm Metal Including Sectioning Etc Complete . As Directed By Engineer In Charge As Per Rate Analysis , Compacting Sub Grade Gravel Over Size Metal ( Upto 200 Mm Loose ) / 40 Mm Size Metal ( Upto 100 Mm Loose ) Layers Upto 2 M To 7 M Wide With Power Roller Including Necessary Labours Materials And Artificial Water Etc . Comp . As Directed By Engineer In Charge . , Wet Mix Macadam -- Providing , Laying , Spreading And Compacting Graded StoneAggregate To Wet Mix Macadam Specification Including Premixing The MaterialWith Water At Omc In Mechanical Mix Plant Carriage Of Mixed Material By TipperTo Site , Laying In Uniform Layers With Paver In Sub- Base / Base Course On WellPrepared Surface And Compacting With Vibratory Roller To Achieve The DesiredDensity . Laying By Grader/Paver . Item No . 3 . 23 , Bituminous Macadam:--Providing And Laying Bituminous Macadam Using Crushed Aggregate Of Grading 1 , Premixed With BituminousBinder , Transported At Site With Vts , Laid Over A Previously Prepared Surface , Finished To The Required Grade , Level , Alignment , And Rolling ToAchieve The Desired Density For 80/100 Mm Compacted Thickness With Drum Mix Type Hot Mix Plant With Scada Having Complying Essential Features Of Hot Mix Plant As Per Irc-27 2009 Specified Conditions AndAttachments Such As Electronic Load Sensor Based Belt Conveyers , Automatic Synchronization Of Bitumen And AggregateFedder , Built In Dust Controller System And Plc For Drum Mix Plant , Sensor Paver , And Vibratory Roller Excluding Prime/Tack Coat Etc . Complete --Bitumen 3 . 30% Of Specified Grade ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) Item No . 3 . 42 , Bituminous Concrete:--Providing And Laying Bituminous Concrete Using Crushed Aggregate Of Grading 1 , Premixed With BituminousBinder @5 . 40% By Weight Of Total Mix And Filler , Transported At Site With Vts , Laid Over A Previously Prepared Surface , Finished To TheRequired Grade , Level , Alignment , And Rolling To Achieve The Desired Density For 50Mm Compacted Thickness With Drum Mix Plant WithScada , Sensor Paver And Vibratory Roller Excluding Prime/Tack Coat Etc . Complete --Bitumen Of Specified Grade With Stone Dust Filler . ( Vg- 30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) Item No . 3 . 50 , Providing Bituminous Type A Liquid Seal Coat On Bituminous Surface IncludingSupplying All Materials And Bitumen Of Vg-30 Grade Preparing Existing RoadSurface , Heating And Applying Bitumen @ 0 . 98 Kgsqm . By Mechanical Means , Spreading Chips And Rolling , By Static Roller Having Weight 8 To 10 Mt . Etc . Complete . Item No . 4 . 01 , Testing For Job Mix Design With All Test On Basic Material For Dbm/Sdbc/As Etc Complete Pwd Dsr Page No . 362 Sr . No . 55 , Testing For Bm Job Mix Design ( Preparation Of Marshal Mould & Density ) Etc Complete Pwd Dsr Page No . 362 Sr No . 56

INR 600 /-

INR 22250.0 /-

INR 22.24 Lakhs /-

Name of Work: Construction of BT Road From Satara Police Station To H/o Shri. Pandav AND Nearby Roads In Ward No.115
	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\nincluding dressing section to the required grade, camber and side slopes and\nconveying the excavated materials with all lifts upto a lead of 50m. and spreading\nfor embankment or stacking as directed. Item No.2.11	1	600	Cum
2	2	Conveying materials for a lead of over 5Km. inclusive from the site of excavation\nto the site of deposition as directed. (Beyond Lead 5km) Item No.2.25 (Lead Chart C - 1)	2	600	Cum
3	3	Supplying of 40 mm metal (hand broken) at site including conveying and stacking etc complete. As per rate analysis	3	360	Cum
4	4	Spreading 40 mm to 60 mm metal including sectioning etc complete. As directed by Engineer in charge As per rate analysis	4	360	Cum
5	5	Compacting sub grade gravel over size metal (upto 200 mm loose) / 40 mm size metal (upto 100 mm loose) layers upto 2 m to 7 m wide with power roller including necessary labours materials and artificial water etc. comp. As directed by Engineer in charge.	5	2400	Sqm
6	6	Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone\naggregate to wet mix macadam specification including premixing the Material\nwith water at OMC in mechanical mix plant carriage of mixed Material by tipper\nto site, laying in uniform layers with paver in sub- base / base course on well\nprepared surface and compacting with vibratory roller to achieve the desired\ndensity. Laying By Grader/Paver. Item No.3.23	6	68.4	Cum
7	7	BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous\nbinder, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to\nachieve the desired density for 80/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27 2009 specified conditions and\nattachments such as electronic load sensor based belt conveyers,automatic synchronization of bitumen and aggregate\nfedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver,and Vibratory roller excluding prime/Tack coat etc.\ncomplete --Bitumen 3.30% of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates) Item No.3.42	7	120	Cum
8	8	BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous\nbinder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the\nrequired grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with\nSCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG- 30 bulk bitumen rates are considered to arrive at rates) Item No.3.50	8	96	Cum
9	9	Providing bituminous Type A liquid seal coat on bituminous surface including\nsupplying all materials and bitumen of VG-30 grade preparing existing road\nsurface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means,\nspreading chips and rolling, by static roller having weight 8 to 10 MT. etc.\ncomplete. Item No.4.01	9	2400	Sqm
10	10	Testing for JOB MIX DESIGN with all test on basic material for DBM/SDBC/AS etc complete PWD DSR Page No.362 Sr. No.55	10	2	1 Mix Design
11	11	Testing for BM JOB MIX DESIGN (Preparation of marshal mould & density) etc complete PWD DSR Page No.362 Sr No.56	11	2	1 Mix Design