Periodical maint of Jambani Kapili for the year 2025-26 (SDBC)

Clearing grass and removal of rubbis up to a distance of 50 m out side the periphery of the area as per direction of Engineer in charge.

Flank Dressing to proper camber etc. complete as per direction of Engineer-in-charge

Construction of embankment with approved material obtained from borrow pits with approved materials obtained from borrow pits with lifts and lifts transporting to site by mechanical means within a lead of kms spreading grading to required slope and compacting as per direction of Engineer in charge.

Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)

Cleaning the existing grannular base surface including removal of binding materials and other foreign materials with wire brushes and small picks sweeping with brooms or soft brushes and finally dusting with old gunny bags and / or compressed air to receive bituminous treatment.

Providing and applying primer coat with emulson on prepared surface of granual base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per cluse 502 of Mosrt&H specifications for road works Spreading of bituminous primer coat over the granular base course @ 7.80kg / 10sqm area as per specification.

Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and / or compressed air to receive bituminous treatment.

Providing and applying tack coat over existing bitumenious surface with 60/70 penetration grade bitumen using bitumen pressure distributer @ 0.20kg./sqm including all cost, carriage, and taxes of all materials, labour, T&P etc. complete as per specification and direction of the Engineer-in-charge.

Providing and laying Semi Dense Bituminous Concrete 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 work site, laying with a hydrostatic paver finisher with senser control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision).

Providing Labour for spreading moorum to required thickness on road surface and consolidation with HRR including cost, carriage, conveyance and royalty of moorum etc. complete as per direction of Engineer-In-Charge.

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD technical Specification Clause 1703 as per direction of the Engineer in charge Ordinary Kilometer Stone (Precast)

200 m stone (precast)

Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminum sheeting, 2.00mm thick or A.C.P. (Aluminum composite panel) used for sign boards with a thermoplastic core of low density polythylene (LDPE) between two thick sheets of aluminum with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75m x 75mm x 6mm, 2 nos firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 75cm, 60 cm belowground level as per approved drawing including cost, convayance, royalty, taxes of all materials, labour, T&P, excavation, curing etc. complete, under supervision of E.I.C.

Providing and fixing of retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5mm thick or A.C.P. (Aluminum composite panel) used for sign boards with a thermoplastic core of low density polythylene (LDPE) between two thick sheets of aluminum with over all thickness of 3 mm and aluminum thickness of 0.3mm on both sides supported on mild steel angle post 75m x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 75cm, 60 cm belowground level as per approved drawing including cost, convayance, royalty, taxes of all materials, labour, T&P, excavation, curing etc. complete, under supervision of E.I.C. 600mm equilateral Triangle

600mm Circular

Painting two coats with any approved paint including cost of paints

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