Municipal Corporation Tender

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 ans appropeite with 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 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 Clause 151 MORD. Unit=cum Taking output=75 cum (172.20t)(100x3.75x0.200)

Separation Membrane of impermeable plastic sheeting 125 micron thick (M-164 common SSR) including cost and conveyance of all materials and labour charges etc., complete as directed by the departmental officer in charge of the work.

Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of Manhole Covers and Frames with ISI marking anywhere in A.P., F.O.R. destination including, loading, un-loading & stacking at site but excluding all taxes.( for HD-35mm - 560mm dia Clear Opening)

Supply of 25mm thick high performance expansion joint filler board (SILFLEXCAPCELLHD-100 or equivalent make),placing the same 25mm below top of pavement slab sealing with bituminous hot sealing compound (Grade-A-ISI) polysulphudiet 50mm interval in CC.Pavement incl.cost and conveyance of all materials but excl.labour charges for placing in position,for expansion joints confirmig to MORTH Specification 602-1Rmt of joint length

Supply of Bituminous compound(Grade.A ISI) polysulphide and sealing the joints including cost and con of all materials etc but excluding labour charges for placing in position for contraction joints at 4.50mts interval/for longitudinal joints as per MORTH

Providing quarry rubbish spreading in layers not more than 150 mm thick, sectioning to required camber and gradient, watering and compacting each layer to protors density with OMC compaction using 80 to 100 KN capacity vibratory roller including cost and conveyance of all materials, water etc., to site, hire and operational charges of power roller and other T&P etc., complete duly maintaining the required camber and gradient in the formation as directed by Engineer-in charge.

Carting away the surplus earth, cement concrete, brick and stone debris from the wor site with a lead of 2KM beyond initial lead incl. Loading, unloading and conveyance etc., complete as directed by dept. authorities as per APSS 38.2