Municipal Corporation Tender

CC;Construction of RR masonary in C.M (1:6) prop.( with department stones) Using hard granite stone including cost and conveyance of all materials like cement, sand, water, granite stone etc., including cost of seigniorage charges and all materials, all taxes including labour for cutting stones required size and shape, mixing of cement mortar construction scaffolding charges etc., complete for finished iitem of work..

CC;Construction of RR masonary in C.M (1:6) prop. Using hard granite stone including cost and conveyance of all materials like cement, sand, water, granite stone etc., including cost of seigniorage charges and all materials, all taxes including labour for cutting stones required size and shape, mixing of cement mortar construction scaffolding charges etc., complete for finished iitem of work.

CC;Flush pointing with CM (1:3) RR masonary, including cost and conveyance of all materials to site cost of seigniorage charges on all materials, all taxes, labour charges on all materials, curing etc., complete for finished item of work.

CC;Removing of wet silt and sludge from sullage drains with the aid of Iron Baskets including all labour charges, etc., complete

CC;Supply and placing of the M25 Design Mix Concrete corresponding to IS456 using WEIGH BATCHER/ MIXER with 20mm size graded machine crushed hard granite metal (coarseaggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSSNo.402) with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc .complete but excluding cost of steel and its fabrication charges for finished item of work.

CC;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126)

CC;Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with initial lift of 3 mts and lead upto 50 m as per Technical Specification Clause 302.3 MORD for Road work

CC;Manufacturing supply and fixing of RCC base frame VRCC M30 Design mix including cost and conveyance etc., complete as per MCH pattern ( Stores rate )

CC;Manufacturing and fixing of RCC square perforated covers VRCC M30 Design mix including cost and conveyance etc., complete as per MCH pattern ( Stores rate ).

CC;Additional manhole 0.10mt depth Construct on over 0.90 circular sewer manhole of 0.9mts depth with cement bricks in cm 1:3 prop including internal plastreng 20mm thick cm 1:3 and external plasterng 20mm thick cm 1:3 with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame. including the cost and conveyance of all materials at site complete and curing for 21days complete all taxes as per specification etc complete. and excluding Seigniorage charges

CC;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (pug mill), 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 wheel roller of 80 to 100KN / vibratory roller 80-100KN weiht to achieve the desired density including lighting, barricading and maitenance of diversion, etc, as per Tables 400.11 & 400.12 and Technical specification clause 406MORD / MORTH. with out paver finisher.

CC;Supply and placing of the M-10 Design Mix Concrete by ready mix, mixed in a batching and mixing plant as per approved mix design, for sub base over a prepared subgrade, cement content not to be less than 220Kg/Cum with crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1, with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, concrete strength not to be less than 10 Mpa at 7 days, including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, all labour charges for mixing, transported to site by transit mixer, pumping and laying concrete and vibrating, curing and finishing etc. complete, including seigniorage charges and cost of steel and its fabrication charges for finished item of work, as per Technical Specification 601 MORTH etc., complete for finished item of work- For CC Roads.

CC;Supply and placing of the M-30 Design Mix Concrete by ready mix, mixed in a batching and mixing plant as per approved mix design, for sub base over a prepared subgrade, cement content not to be less than 350kg/cum with crushed stone coarse aggregate of 25mm and 12.5mm nominal sizes graded as per table 600-1, 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 concrete strength not to be less than 10Mpa at 7 days, including cost and conveyance of all materials like cement,sand, coarse aggregate, water etc., to site by transit mixer, pumping and laying concrete and vibrating(VDF flooring) curing and finishing etc., complete including seigniorage charges and cost of steel and its fabrication charges for finished item of work, as per technical specification 601 MORTH etc., complete for finished item of work for CC Roads.

CC;Vaccum Drying of fresshly laid cement concret floor using 100% air tight suction mat of suitable size and length, Vaccum pump to maintain vaccum pressure 0.7 to 0.8 atmospheres as per standards procedure floating with power floater,mechanical travelling finishing with sound edges and camers including hire and operational charges of machinery etc complete

CC;Mechanical trowelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc, complete for finished itemof work as directed by Engineer-in-Charge

CC;Curing compound, including spraying of 0.25 it/sqm

CC;Saw cut joints for freshly laid concrete payement including cost and conveyance of all materials

CC;Engaging Tractor on hire basis for transporting Ready Mix Concrete including all charges like fuel, driver etc.,

CC;Carting away the exisiing debris to a lead of 15 kms inlcuding cost and conveyance of all materials etc complete as per specification.