Municipality Tender

Laying of CC Road in various localities of Ward No.03, Rangadampally in Siddipet Town under Municipa;RBR-CCPV-5: Construction of un-reinforced, 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 M20 (Grade), coarse and fine aggregates( with 50% river sand and 50% robo sand) 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 form work (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, 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.

Laying of CC Road in various localities of Ward No.03, Rangadampally in Siddipet Town under Municipa;TBSC-T.I-15 : Saw cut joints for freshly laid concrete pavement including all material and labour charges

Laying of CC Road in various localities of Ward No.03, Rangadampally in Siddipet Town under Municipa;BLD-CSTN-2-1 (9): Earth work excavation in Ordinary Soil by Manual Means-Upto 3 m depth for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding dewatering charges etc as per SS - 20 B (APSS 308).

Laying of CC Road in various localities of Ward No.03, Rangadampally in Siddipet Town under Municipa;Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.7 -0.8 atmospheres as per the standard procedure floating with power floater, 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.