WIDENING AND STRENGTHNING OF PADARI CHITAMPUR SHAKTESHGARH ROAD

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 emb

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site with cartage earth, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 as per MORT&H specification clause 305(3.18)

Construction of granular sub-base by providing 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.

Providing, Laying, Spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at O.M.C. in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer with paver in sub-base/base coarse on well prepared surfaceand compacting with vibratory roller to achive the desired density.As per MORT&H specification Clause 406(4.12)

Providing, laying, spreading of 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% Emulsion in uniform single layer on sub base/ subgrade and compacting with the road roller to achieve the desire density

Providing and applying prime coat with slow setting bitumen emlusion on prepared surface of Granular Base including cleaning of road surface and spraying primer @ 0.70 kg. per sqm. using machenical means as per MORT&H Clause 502(5.1)

Providing and applying tack coat with VG-10 Bitumen emulsion pressure dristributor @ 0.30 kg. per sqm. on the prepared bituminous granular surface. Cleaned with machinical broom. As per MORT&H Clause 503

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 @ 5.4 to 5.6 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, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall

Construction of patrie with approved material obtained from borrow pits with all lifts & leads, transporting to site with spreading, grading to required slope and compacted to meet requirement of table No. 300-2 as per MORT&H specification clause 305(3.18) with 95% proctor density

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 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

(PCC) Plain Cement Concrete in Drain complete as per Drawing and Technical Specifications.

Plain/Reinforced Cement Concrete in Drain Cover complete as per Drawing and Technical Specifications. (RCC M-25 Grade)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications

Pointing with cement mortar (1:3 ) on stone work in substructure as per Technical Specifications

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

M/S M V D INFRA DEVELOPERS PRIVATE LIMITED

M/S ANMOL ASSOCIATES