Public Works Department Tender

Providing and laying seal coat type "C" sealing the voids in a bituminous surfsce P.C. surface laid to specified levels grade and cross fall using with 6.7 mm nominal size grit of approved quarry @ 0.09 cum per 10sqm with Bitumen @ 6.50 kg/10sqm including heating of Bitumen to the required temperature and including all material , Labour & T&P etc. as per Clause 510 case-III of MORD Specification. (Including cost of Bitumen)

Construction of plain cement concrete pavement thickness as per drawing over a prepared sub base with 43 grade cement as per claus 1501.2.2 M 30 (grade) coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixture of not less then 0.20cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed site form work (steel channel laying and fixing of 125 micorn thick polythine film wedges steel plates including leveling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate viobrators and finished in countinous operations including provision of contraction and expansion, construction joints applying primer sealent and construction joint, admixtures as approved curing of concrete slab for 14 days curing compound (where specified) and water finishing to ines and grade as per drawing and technical specification clause 1501.

Construction of embankment with Material Obtained from Availble Land Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1. with all lifts and leads,1000M spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5