Municipal Corporation Tender

Development of Ambedkar Junction at Gorrekunta in W.No.15 GWMC;Cut Stone masonry 2nd sort, in CM(1:6) prop (Cement:Sand) using STONE MASONRY, DAMP PROOF COURSE, DRY STONE PACKING, QUARRY RUBBISH & GRAVEL BACKING from approved quarry including cost and conveyance of all materials like granite stones, cement, sand, water,etc., to site including sales & other taxes on all materials, all operational, incidental and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete but excluding seigniorge charges for finished item of work for foundation and basement (APSS No.601&612)

Development of Ambedkar Junction at Gorrekunta in W.No.15 GWMC;Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

Development of Ambedkar Junction at Gorrekunta in W.No.15 GWMC;Supply of 25.4 mm thick masticpad, placing the same 25mm below top of the pavement slab sealing with hot sealing compound(Grade -A, ISI ) polysulphide at 5.00mts intervals in C.C Pavement including cost and conveyance of materials, labour charges for placing in position for expansion joints complete

Development of Ambedkar Junction at Gorrekunta in W.No.15 GWMC;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 53 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 curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD

Development of Ambedkar Junction at Gorrekunta in W.No.15 GWMC;Supplying and placing seperation membranes of impermeable plastic sheeting 125 microns thick under payments slab including cost and conveyance etc complete

Development of Ambedkar Junction at Gorrekunta in W.No.15 GWMC;Plain Cement concrete (1:5:10) using 40 mm metal with Concrete mixture. All work upto plinth level including cost and conveyance of all labour and materials charges etc., complete for finished item of work

Development of Ambedkar Junction at Gorrekunta in W.No.15 GWMC;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 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as complete.

Development of Ambedkar Junction at Gorrekunta in W.No.15 GWMC;Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and 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)

Development of Ambedkar Junction at Gorrekunta in W.No.15 GWMC;Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH- for roads

Development of Ambedkar Junction at Gorrekunta in W.No.15 GWMC;Flooring with Non-skid red or white full body Ceramic floor tiles of size 300 x 300 mm and thickness between 7-8 mm 1st quality conforming to IS:13711, IS:13712, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and designsceramic tiles, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including complete for finished item of work

Development of Ambedkar Junction at Gorrekunta in W.No.15 GWMC;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) 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)

Development of Ambedkar Junction at Gorrekunta in W.No.15 GWMC;R.C.C grade M 20 (Design Mix) using 20 mm Graded Metal (MORTH)

Development of Ambedkar Junction at Gorrekunta in W.No.15 GWMC;Plain Cement concrete M15 (1:2.5:5) using ,20,10 mm metal with concrete mixture For Walls

Development of Ambedkar Junction at Gorrekunta in W.No.15 GWMC;Plain Cement concrete M15 (1:2.5:5) using ,20,10 mm metal with concrete mixture For Bed

Development of Ambedkar Junction at Gorrekunta in W.No.15 GWMC;Filling with Stone dust/quarry rubbish in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and 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)

Development of Ambedkar Junction at Gorrekunta in W.No.15 GWMC;Carting of the Exavated earth upto a lead upto 4-5 km beyond the initial lead of 1 Km from site including loadingand unloading as per the engineer in charge

Development of Ambedkar Junction at Gorrekunta in W.No.15 GWMC;Earthwork in excavation for as per drawing 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 ( PIPE LINE TRENCHES & DRAINS) Manual Means