Rural Development Department Tender

Providing cement concrete (1:3:6) mix with 40mm nominal size C.B stone aggregate in foundations upto a depth of 1.50 m. below ground level and upto a height of 1.50m. above ground level / bed level including cost and conveyance of all materials to site and all labour charges complete or as per direction of E.I.C.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement,thickness as per design, over a prepared sub-base, with 43 grade cement of any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine 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 125micron thick polythene film,wedges,steel plates including levelling the form work as per drawing), spreading the concrete with shovel,rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contaction 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, curing compound (where Spefied) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Labour for scraping cleaning the road surface applying tack coat using 3.0kg of Bitumen for 10 sqm and laying 37.5mm thick built up spray grouting in one layer 0.45 cum tof 25mm to 40mm size hard granite,

Providing and applying tack coat with Bitumen emulsion (RS-1) at the rate of 0.30 kg per sqm over the existing granular base surface ( primed) cleaned with mechanical/manual broom clause 503 of MoSRT&H specifications for road & bridge works.(4th Revision) etc. complete as per direction of Engineer-in-charge (4th.Revision)

Providing and laying Semidense 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 site ,lying with a hydrostatic pavor finisher with sensore control to the require grade ,lavel & allingiment ,rolling with smooth wheeled ,vibratory & tendem rollers to achive the desire compaction as per cluse 508 of MoSRT&H Specifications for road & bridge works (4th Revision) as per direction of the Engineer-in-Charge. ,

Construction of embankment with approved material obtained from borrow pit with all lift & leads, transporting to site by mechanical means within a lead of 5 Kms,spreading, grading to a required slope & compacting to meet requirement of table 300-2 & clause 305 of MoSRT & H specification for Road & Bridge work

Providing and laying good laterite moorum for filling road flanks including cost & conveyance of all materials to site and all labour cgarges complete as per E.I.C.