Rural Development Department Tender

Providing, laying, spreading & compacting metal and packing the voids with small stones and hand packing the same to proper camber including conveying spreading of filler materials and filling the interstices by spreading the same over the surface, watering and consolidation with PRR including hire and running charges of PRR complete including cost and conveyance of metal and filler materials etc. complete as per direction of the Engineer in charge.

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 primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoRD for low porosity surface and as per the direction of the Engineer-in-charge.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision)

Providing laying and rolling of premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 of MoRD by manual means and as per the 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 sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision)

Construction of panelled cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Providing reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703 of MORD.

Ordinary KM stone

RCC guide posts of 200 mm dia M15 grade

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered / concrete surface as per drawing and technical specification of MORD.

Providing and fixing of retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 made of Class-B retro-reflective sheeting ofhigh intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per claue 6.5.2 of IRC: 67-2012 or A.C.P. (Aluminium composite panel)used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminium thickness of 0.5mm on both sides supported on mild steel angle post 75mmx75mmx6mm and periphery supporting member of MS angle of 50mmx50mmx6mm size firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45cmx45x75cm, 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 the EIC.

90 cm equilateral Triangle.(For School)

60 cm x 45 cm rectangular (Village name)