Widening strenthening of Ghazipur Bahariyabad road in km. 10 11 12 13 14 15 in Distt Ghazipur

Amount

Excavation in ordinary Rock using hydraulic excavator C.K. 90 and tipper with disposal upto 1000 m :- Excavation for road work in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading tipper triming bottom and side slop in accordance with requirement of lime, grade and cross section and transporting of the embankment location within all lift and lead upto 1000m. Including all T & P labour cess etc. but excluding cost of GST. & Royalty.

Construction of Embankment with Material deposited from Roadway Cutting:- Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 Including all T & P labour cess etc. but excluding cost of GST. & Royalty.

Construction of Embankment with approved Material obtained from borrow pits: - Construction of embankment with approved materials obtained from borrow pits with all lifts and leads, tansportation to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 (Lead 1 Km.) Including all T & P labour cess etc. but excluding cost of GST. & Royalty.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Lead..1.. km) Including cost of all material T & P labour cess etc. but excluding cost of GST.

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader 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. Including cost of all material T & P labour cess etc. but excluding cost of GST.

ETA Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC cement & 3.5% emulsion in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Including cost of all material T & P labour cess etc. but excluding cost of GST.

TACK COAT Providing and applying tack coat with butimen VG-10 using bitumen pressure distributor at the rate of 0.30kg per sqm area on the prepared surface cleaned by mechenical broom complete as per clause 503 of MORTH specification. Including cost of all material T & P labour cess etc. but excluding cost of GST.

D.B.M. Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. Including cost of all material T & P labour cess etc. but excluding cost of GST.

TACK COAT Providing and applying tack coat with butimen VG-10 using bitumen pressure distributor at the rate of 0.30kg per sqm area on the prepared surface cleaned by mechenical broom complete as per clause 503 of MORTH specification. Including cost of all material T & P labour cess etc. but excluding cost of GST.

Bituminous concrete Providing and laying bituminous concrete with 100-120 TPH Batch type Hot mix plant producing an average output of 75tonn per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. Including cost of all material T & P labour cess etc. but excluding cost of GST.

Dry Lean Cement Concrete Sub-base Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio to not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. Including cost of all material T & P labour cess etc. but excluding cost of GST.