Public Health And Municipal Engineering Department Tender

Providing CC Road from New Talkies to Mini Bypass Road via Vijaya Ma;Conveyance of un-useful excavated earth to a distance of 2 Km for disposal including hire charges of T & P, labour Charges etc., complete for finished item of work.

Providing CC Road from New Talkies to Mini Bypass Road via Vijaya Ma;Providing laying, spreding and compacting graded HBG crushed stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanicla mixer (pugmill), carriage of mixed material by tipper to site laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth whell roller of 80 to 100kn/vibratory roller 80-100kn weight to achieve the desired density including lighting barricading and maintenance of devirsion etc as per tabels 400.11 & 400.12 amd technical Specification Cluuse 406 MORD/MORTH.

Providing CC Road from New Talkies to Mini Bypass Road via Vijaya Ma;Filling with Stone crusher dust in the bottom layers not exceeding 15 cm thick, consolidating each deposited layer by ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) excluding seigniorage charges

Providing CC Road from New Talkies to Mini Bypass Road via Vijaya Ma;Plain Cement Concrete (1:4:8) for under bed using coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, sales & other taxes on all materials and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402)

Providing CC Road from New Talkies to Mini Bypass Road via Vijaya Ma;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 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, and construction joints, plasticizer to attain proper workability as per IS 9103/99 & as approved, curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. item RBR-CCPV-5 of standard data using 350 kg of cement in design mix