NAV GHOSIT RAJYA MARG NO 163 JALALABAD SHAMSHABAD MOHAMMDABAD SAURIKH VIDHUNA MARG KE BHAG SHAMSHABAD DHAIGHAT ODR SHAMSHABAD RAILWAY FEEDER ODR AND MOHAMADABAD SHAMSHABAD MDR-21 KI WIDENING AND STRENGTHENING KA KARYA AS PER BOQ

Amount

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MORTH specification.Patrie widening Part

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained form borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. As per MoRT&H specification No. 305 Sr. No. 3.18

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

Construction of granular sub-base by providing course 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 power roller to achieve the desired density, complete as per clause 401

Providing and laying spreading and compacting graded stone aggregate and wet mix macadam specification including premixing the material with including premixing the material with water at OMC in machanical mix plant carrage of mixed material by tipper to site laying in uniform layers with paver to sub base/base course on well prepared surface and compacting with vibratory rools to achieve the desired density.

Recycling of existing Bitumenous Layer by recyclerRecycling asphalt and granular pavement by cold miling using truck mounted/Self propelted cement/time spreader the cement/lime spreader shall have variable working width with microprocessor controlled spray rate through augers and celutar wheels The aggregates shall be in situ pulverized/ stablized using four wheel drive recycler. The recycler shall have working depth up to 50 cm with variable depth control system compacting with vibratory roller to achieve the desire unconfined compressive strength and form a laer of Base with 43% extra fresh material

Providing, laying, spreading and compacting graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulstion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom.

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 (VG 30)@ 4.5 per cent 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.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes 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

Providing and laying Cement concrete with 4 cm. gauge approved stone ballast, coarse sand & cement in proportion of 8:4:1 including supply of all material labour Tools & Plants etc. required for proper completion of work.(As per S.I.No. 281)

M 150 Class Brick Work in 1:3 cement & Coarse Sand mortar in foundation and plinth i/c supply of all materials, labour & tools & plants etc. required for proper completion of work. Si.No. 307

Construction of cement concrete pavement M-25 with 20mm gauge approved stone grit coarse sand & cement with minimum aggregates cement ratio1:1.5:3 and minimum cement content 360kg/cum. aggregates gradation to be confirm as per specification after mixing in C.C. mixture & laying manualy also i/c compacting & finishing strength also provision of expansion joint finising and curring work etc. completed as per PWD specification.

Cement concrete with 2 cm gauge approved stone ballast approved coarse sand cement in the proportion of 4:2:1 including supply of all material T&P etc. required for proper completion of work.

Mild steel of Iron in plain work such as reinforced concrete or reinforced brick work (when not included an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including the supply of steel its wastage bend hooks and authorized overlapping shall be measured to floor two level.

12 mm cement plaster in single coat on fair side of single or half brick wall for interrior plastering including arises, interior rounded angles chamfers and of rounded angles not exceeding 80 mm in girth and finished even and smooth.

Supply, laying and cosolidation of dry brick bats with hand rammer including supply of all materials labour and T&P etc. (Rates are including all taxes roylaty,labour cess etc

Supply, of 600 mm dia NP-3 Class Hume pipe

Supply, of 900 mm dia NP-3 Class Hume pipe

Supply, of 1000 mm dia NP-3 Class Hume pipe

Laying and fixing of 600 mm dia NP-3 Class Hume pipe

Laying and fixing of 900 mm dia NP-3 Class Hume pipe

Laying and fixing of 1000 mm dia NP-3 Class Hume pipe

Supply of filling of granular material under and sides of pipe.(course sand)

Construction of 'Brick solling' on Minor Bridge approach Brick soling with straight over burnt brikcs lade flat & dry (labour only) including preparation of sub grade to prescribed camber filling joints with local earth spreading blinding coat 1 cm (3/8@) depth of local earth over the entire surrace & including labour & T&P etc required for proper completion fo the work.

Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of embankment complete as per drawing and Technical Specification As per MORT&H specification SI.No.2504