Construction of Remnants Pakawainar Chandrawar Raghwapur Siswar Khanwar Road (ODR) Length 10.85 KM

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 (Same as above but for local earth)

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 (Same as above but for lead upto 3 Km)

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. as per MORT&H specification 305 .3.17

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits area lead up to 3 Km with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to97% proctor density requirement of table No. 300-2 MORTH specification no. 305

Construction of granular sub-base by providing close 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 (in Widening)

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.

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 in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in machenical mix plant carriage of mixed material by tipper to site , laying of 1% OPC cement and 3.5% emulsion in uniform layers with paver in sub-base / base course on well prepared surface and compacing with vibratory roller to achieve the desired density.

Providing and applying tack coat with bitumen emulsion using emulsion 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 @ 4.0 to 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 TPH batch type hot mix plant producing an avarage output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler , transporting the hot mix to work site , laying with hydostatic paver finisher with sensor control to the required grade , level and aligmnment , rolling with smooth wheeled , vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 509 complete in all respects.

Construction of Patari using earth in proper slope on both sides of widened / Strengthed road including cost of material , labour , T&P , hire charges of road roller etc. required for proper completion of work

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Plain cement Concrete in foundation in 1:3:6 with cement , local coarse sand and 40 mm gauge SB including al taxes , royalty , and including supply of all material ,. labour T&P ,etc. required for proper completion of work as per direction of E/I

Plain cement Concrete in foundation in 1:2:4 with cement , local coarse sand and 40 mm gauge SB including al taxes , royalty , and including supply of all material ,. labour T&P ,etc. required for proper completion of work as per direction of E/I

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications

R.C.C. in 1:1.5:3 with one part of cement 1.50 part coarse sand and 3 part of 20 mm gauge hard stone grit in slab and bed block including all taxes , royalty but excluding cost of steel including supply of all materials , labour , T&P and etc. required for proper completion of the work as per direction of E/I

RCC M-35 Grade

Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification

Providing and laying layer of tar felt or equivalent under slab including all taxes , royalty and including supply of all materials , labour , T&P etc. required for proper completion of the work as per direction of E/I

Providing and laying weep holes in stone masonry abutment , wing wall, retaining wall with 10 cm dia PVC pipe entering through the full with of the surface with slope of 1 (V) :20(H) ( including S/O all materials , labour T&P and etc. required for proper completion of work as per direction of E/I.

Struct cement pointing with 1:2 cement and course sand including all taxes ,royalty , and including supply of all martial , labour T&P etc required for proper completion of work as per direction of E/I .

12mm thick cement plaster in 1:3 cement and course sand mortar including all taxes , royalty and including supply of all material , labour , T&P etc. required for proper completion of work as per direction of E/I .

Providing and laying Filter media with granular crushed aggregate as per specification to a thickness of not less then 60 cm with small size lowers the bigger size towers the wall and providing entire surface behind abutment , wing wall , return wall to the full height completed to firm condition complete including all materials , labour , T&P and etc. required for proper completion of the work as per direction of E/I .

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

1000 mm dia NP3 Hume pipe culvert 2.50 M long

Dewatering of foundation , trenches by 8 HP diesel operator pumps including all labour , materials , T&P etc. complete work ( Taking unit 1 Hrs per Pumps )

Providing and laying of hot applied thermo plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass bed as perIRC 35 inclduing cost of all materials , labour , Machinaries , T&P etc. requared for peoper completion of work i/c all other charges and taxes . The finishied surface to be level uniform and free from streks and holes as per MORTH specification no. 803

Supply and fixing of 5th KM complete

Supply and fixing of Km Hectometer stone complete (Ordinary KM stone)

Supply and fixing of Km Hectometer stone complete(Hectometer stone )

mathiyan construction pvt. ltd.