Municipality Tender

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD. with STONE DUST etc., complete as per SS and as directed by the departmental officer in charge of the work, but excluding seigniorage charges.

Granular sub-base/base/surface course with local materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 GRADE -2 PRR as per SS and as directed by the departmental officer in charge of the work, but excluding cost of seigniorage charges

Filling Dust in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH. The rate including cost and conveyance of all material, labour charges for filling, watering, ramming, etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniroage charges.

Construction of Dry Lean Cement Concrete (DLCC)sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383 the size of coarse aggregate not exceeding 25mm aggregate cement ratio not to exceed 15.1 aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days. mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing etc. complete as per technical specification 601 Morth.

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, 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 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD, etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges. The rate is inclusive of Groove cutting after VDF Flooring complete as directed by the Departmental officer in charge of the work. The rate is excusive of Seigniorage Charges.

Supply and delivery of MS dowel bars S-240 garde including cost and conveyance placing dowel bars in posiation directed by the Dept officer incharge.

Supplying, fitting 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. The rate including cost and conveyance of steel, binding wire, labour charges for fabrication of grills, placing in position, etc., complete as per SS and as directed by the departmental Officer in charge of the work.

Providing Vibrator Vaccume Dewatering power trowelling to finish the surface including all materials, labour & all hire charges etc. complete for finished item of work including overhead charges &contractor profit etc complete. As per SS and as directed by the departtmental officer in charge of the work.

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with Hand roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD with gravel as per SS and as directed by the departmental officer in charge of the work, but excluding seigniroage charges.

Dismantling of existing structures comprising of Reinforced Cement Concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceble material and stacking the serviceble material with all lifts and lead of 1000m as per technical specification as per SS and as directed by the departmental officer in charge of the work

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixer. All work upto plinth level including cost of all materials and labour charges etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges

Providing Concrete for plain/ reinforced concrete (1:2:4) Nominal mix using 20 mm nominal size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including cutting for 14 days complete as per drawings and technical specifications as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges.. for Bed

RCC M- 20 Nominal mix using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering for culvert bed blocks and slabs