SR to PWD Road to Hatimunda Road for the year 2025-26

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

Providing & laying good quality of moorum in sub-base in layers not exceding 22.5 cm watering and compaction including hire and running charges of PRR etc complete.

Providing,laying,spreading & compacting stone aggregate using IRC Gr-III size Granite metal WBM specification including spreading in uniform specification,thikness,hand packing,Rolling with Three roller 8-10 ton in stages to proper grade & camber, applying & Brooming requsite type of sreening binding material as crusher dust to fill up the interstices of coarse aggregate, Watering & compacting to the required desnsity as for clause 404 of MoSRT & H specification

Providing and Primer coat with bitumen Emulsion(S.S-1)using emulsion pressure distributer at the rate of 0.60 kg per Sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRTH specification CL-503.

Providing and applying tack coat with bitumen emulsion(R.S-1) over prepared surface of granular base including cleaning of road surface using emulsion pressure distributer at the rate of 0.60 kg per Sqm with cost, conveyance, royalty, taxes and machineries required for the work complete as per specification and direction of the Engineer-in-Charge

Over Granular Base (3Kg/10Sqm)

Over BT Surface (2Kg/10Sqm)

Providing Surface dressing with 12 Kg penetration grade of bitumen and 0.15 Cum of 19 mm nominal size chips per Sqm & Rolling with PRR including hire & running charges of PRR but excluding cost and conveyance of chips. (To be used for minor repair works Units= Sqm)

Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5 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. 508 complete in all respects.

Maintenance of road sinage

Clearing vents of CD works & restoration of CD works

HPC (OLD & New)

RCC (OLD & New)

White wasing two coats

Construction of RCC guard posts of 250 mm dia M15 grade cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 (Precasted)

Providing and erecting direction and place identifications of semi reflective sign boards of size upto 0.90 Sqm. as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MORD technical Specification Clause 300,800,1700 as per direction of the Engineer in charge (Inter mediate Board)

Village Board, 600x450mm Rectangular School Board, 600x450mm Rectangular

Curves, 600mm equilateral triangle

Please Enable Macros to View BoQ information