S/R to Khandiabandha RD road to Sogarpasi Via Parikheda road for the year 2025-26

Clearing grass and removal of rubish up to distance of 30 mtr out side the periphery of the area by manual means as per technical specification clause 201of MORD and as per direction of Engineer in charge.

Providing laying and compacting of WMM Sub base Base course including preparation and compaction of sub base and spreading of clean and crushed aggregate to proper grade and camber including application of screening for interlocking watering and rolling with power roller as per the direction of EIC

Cleaning the existing granular base surface with removal of foreign material with broom or soft brushes and finalall cost carriage royality taxes of materials etc completely dusting with old gunny bags and compressed air to receive bituminous including

Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.40kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).

Cleaning the existing black topped surface with removal of foreign materials with broom or soft brushes and finalall cost carriage royality taxes of materials etc completely dusting with old gunny bags and compressed air to receive bituminous including

Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).

Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47

Construction of embankment with approved materials obtained from borrow pits with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.

Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.

Reinforce Cement Concrete M15 grade Kilometer stone of standard design as perIRC:8 fixing in position including painting and printing etc as per drawing and technical specification (Ordinary Kilometer Stone)

200 mtr stone

Supply and fixing of 15 cm dia 1.0 mtr long guard post of RCC (1:2:4) using 7.5 kg of steel for each guard post with 12mm size black granite chips as per approved design & placing in position including cost conveyance of MS Rod & binding wire 18 to gauge complete as directed by EIC

Providing and fixing of retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade retro-reflective sheeting of encapsulated lens type vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick or A.C.P. (Aluminium composite panel) used for sign with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with overall thickness of 4 mm and aluminium thickness of 0.5 mm on both sides supported on mild steel angle post 75 mm × 75 mm × 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm × 45 cm × 75 cm, 60 cm below ground level as per approved drawing including cost, conveyance, royalty, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge. i) 900 mm equilateral triangle .

iii) (60 cm × 45 cm rectangular)

ii) 600 mm Circular