Municipal Corporation Tender

Carting away the surplus earth, cement concrete, brick and stone debris from the work site with a lead of 2 Kms. Beyond initial lead including loading, unloading and conveyance etc., complete as directed by the departmental authorities.

Supply, delivery and filling of Quarry dust from approved quarry including cost and conveyance of the all materials and labour charges for spreading, sectioning, ramming and watering etc., complete as per SS.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification including cost,seignorage of all materials and including premixing the material with water at CIVIC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc.,as directed by the Engineer-in-Charge and as per M0RT&H specification.406 (4th revision) for finished item of work.

Providing Brick work CM (1:6) using 2nd class bricks from apporved kiln including cost, seignorage and conveyance of all matrials and labour charges including mortar mixing, laying, watering excluding CP & TP on seignorage charges etc., complete as per SS

Plastering with CM (1:4) 12mm thick including cost and conveyance of all materials, seigniorage charges and labour charges for mixing of mortar watering curing etc. Complete.

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. Unit = cum. including cost and conveyance of all materials and labour charges etc,Complete

Separation Membrane of impermeable plastic sheeting 125 micron thick (M-164 common SSR)

Supply of bituminous hot sealing compound (grade-A ISI ) poly sulphide and sealing the joints incl.cost and conveyance of all materials etc.but excl.labour charges for placing in position for contraction joints at 1.50 interval / for expansion joints/for longitudinal joints as per MORTH specification number 602-1 Rm