Municipality Tender

CC road;Collection, supply & spreading of crusher dust including stacking for pre measuerments at site of work and consolidation with hand roller or any device other than power rolling, cost of materials, labour charges for loading, unloading & stacking, watering, tamping etc., complete as per SS and as directed by the Engineer-in-charge

CC road;vibrated plain Cement concrete Grade 1:3:6- using 20 mm HBG M/c best coarse sand including cost and conveyance of all materials, labour charges for mixing concrete mechanically, laying, leveling, ramming, curing etc., complete to relevant standard specifications and as directed by the engineer-in-charge of the work.

CC road;vibrated Plain Cement concrete Grade M-15(1.2.4) using 20 mm HBG M/c best coarse sand including cost and conveyance of all materials, labour charges for mixing concrete mechanically, laying, leveling, ramming, curing etc., complete to relevant standard specifications and as directed by the engineer-in-charge of the work.

CC road;V R.C.C. M 30 grade Concrete using 20 mm HBG Down graded metal including centring charges, laying , levelling , machine mixing but exculding cost of steel in reinforcement, etc complete as per relevant standard specifications and as directed by the engineer-in-charge of the work (For Cover Slabs) Note : Quantity of cement proposed for various design mixes is for estimating purpose only. Actual quantity of cement will be as per approved mix design. Similarly quantity for coarse and fine aggregates is for estimating purpose and the exact quantity shall be as per the mix design.

CC road;Supply and delivery of Steel Reinforcement H.Y.S.D.confirming to I.S.S. including cost & conveyance of all materials , cost of binding wire and its fabrication charges, placing in position tying grills etc., complete as per relevant standard specifications and as directed by the engineer-in-charge of the work

CC road;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 or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.