Municipality Tender

Laying of CC Patches;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, Cement @ 350 kg/cum of concrete 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 21- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Laying of CC Patches;mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work. (As per Quotation)

Laying of CC Patches;Making saw cut joints in fresly laid concrete pavement including all material charges and labour charges ( Grooves 2-3mm) for expansion and contraction due to temperature variations. TBSC-T.I-15 Rs. 68/- as per Page 143 of 516

Laying of CC Patches;Formation of side shoulder with good Gravel soil, including supply and delivery of good gravel for filling, including cost of gravel and conveyance to site, filling charges, watering, tamping and rammming and all labour charges and operational charges complete as directed by the Departmental officers (RBR-FNDN-2)

Laying of CC Patches;Carting of surplus excavated earth upto a lead of 5kms from the site to a distance suitable including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete.

Laying of CC Patches;Extra 0.1m additional depth for 0.90 mtr dia chamber