Panchayati Raj Department Tender

WBM Grading 2 -Providing and laying , spreding and compacting stone aggregate of 45-63mm size to water bound macadam specification including spreading in uniform thickness ,hand packing . Rolling with smooth whell roller 80-100 kn in stage to proper grade and camber ,applying and brooming ,stone screening /binding materials to fill up the interstices of coarse aggregate ,watering and compacting to required density Grading -2 as per technical specification Clouse 405.

WBM Grading -3 -Providing laying , spreding and compacting stone aggregate of 22.4-53mm size to water bound macadam specification including spreading in uniform thickness ,hand packing . Rolling with smooth whell roller 80-100 kn in stage to proper grade and camber ,applying and brooming ,stone screening to fill up the interstices of coarse aggregate ,watering and compacting to required density as per technical specification Clause 405.

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead up to 50m as per technical specification clause 302.3

Laying brick soling layer on prepared sub-grade with brick on edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing as per Technical Specification Clause 412 As BRICK EDGING

Prime Coat-Providing and Applying primer coat with bitumin Emulsion (SS-1) ON prepared surface og granular base including cleaning of road sufaces& spraying primer at rate of 0.70-1.0kg/sqm using macanical means as per technical Specification Clouse 502.

Tack Coat-Providing and applying Tack with bitumin emulsion distributor at the rate of 0.35kg per sqm on the prepared surfaces

Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1) mm aggregates either using penetration grade bitumen VG-10 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.

Seal Coat-Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510.

Supply and fixing of 350mm NP-3 HP

Construction of expansion and construction joint only, plain 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 25 mm, 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 formwork 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 bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 Cement Concrete Pavement

Supply and fixing of sign board