Public Health And Municipal Engineering Department Tender

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 (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 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, dowel bars and construction joints, plasticizer to attain proper workability as per IS 9103/99 & as approved, curing of concrete slabs for 14- days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. item RBR-CCPV-5 of standard data.

Removal of wet silt and sludge by manual means from sullage drains with aid of baskets and vessels.

Earthwork in excavation by Mechanical Means as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH.h by Manual Means

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 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.

Filling with sand 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

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

RCC (1:2:4) mix using 20mm HBG graded metal machine crushed as per SS machine mixing cost and conveyance of metal, seigniorage etc.,complete

RCC vertical walls of plane surface (rate is for both sides centering) including open drains 1 Sqm of centering area

Supplying, fixing and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded (Fe 415 )

Dismantling of Cement concrete and stacking the useful material for reuse including incidental and operational charges etc. complete.

Dismantling of Existing Brick Masonry and stacking the useful material for reuse including incidental and operational charges etc. complete.

Dismantling of RCC slab and clumns and stacking the useful material for reuse including incidental and operational charges etc. complete.

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.

Removal of wet silt and sludge by manual means from sullage drains with aid of baskets and vessels.

Earthwork in excavation by Mechanical Means as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of

Filling with sand 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

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

RCC (1:2:4) mix using 20mm HBG graded metal machine crushed as per SS machine mixing cost and conveyance of metal, seigniorage etc.,complete

RCC vertical walls of plane surface (rate is for both sides centering) including open drains 1 Sqm of centering area

RCC Grade M30 (Design Mix) using 20mm HBG m/c metal and OPC including cost & conveyance of all materials, labor charges, machinery, laying in position, mechanical mixer, vibration, curing and all incidental chrges etc., complete.for culvert slabs

Supplying, fixing and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded (Fe 415 )