Municipal Corporation Tender

Construction of CC drain and Laying of CC Road at Vishnupriya colony internal lanes in Division No.4;Plain Cement Concrete nominal mix (1:2:4) proportion (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Broken Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work ( Vent Portion ) (0.1+0.05+0.10)/3=0.08Cum

Construction of CC drain and Laying of CC Road at Vishnupriya colony internal lanes in Division No.4;RBR-CCPV-5- 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.-for roads

Construction of CC drain and Laying of CC Road at Vishnupriya colony internal lanes in Division No.4;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 per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

Construction of CC drain and Laying of CC Road at Vishnupriya colony internal lanes in Division No.4;Supply and Laying & Lowering of NP3 450 mm dia plain ended, Lowering the RCC plain ended pipes carefully into the trench laying them true to alignment and gradient, jointing RCC pipes with cement joints including curing,the cost of jointing materials i.e., Cement Mortar (1:1.5), hemp yarn etc., and testing including filling with water with a water lead upto 500 metres as per BIS No.783/85

Construction of CC drain and Laying of CC Road at Vishnupriya colony internal lanes in Division No.4;Removal of unsuitable / Unserviceable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specilication Clause 302.3.11 MORD / 301 MORTH.

Construction of CC drain and Laying of CC Road at Vishnupriya colony internal lanes in Division No.4;BLD-CSTN-2-8 (16) : 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)

Construction of CC drain and Laying of CC Road at Vishnupriya colony internal lanes in Division No.4;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)

Construction of CC drain and Laying of CC Road at Vishnupriya colony internal lanes in Division No.4;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.

Construction of CC drain and Laying of CC Road at Vishnupriya colony internal lanes in Division No.4;Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 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 lapsplicing 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, laour 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.

Construction of CC drain and Laying of CC Road at Vishnupriya colony internal lanes in Division No.4;Vibrated Reinforced Cement Concrete M20mm Size graded machine crushed hard granite metal (coarse agreegate) from approved quarry including cost and conveyance of all materials like cement,fine agreegate(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 weigh batching,machine mixing,laying concrete,curing etc.,complete but excluding cost steel and its fabrication charges for finished item of work with minimum cement content @403kgs/cum from standard suppliers approved by the department including centering, shuttering,laying concrete,vibrating curing etc... complete

Construction of CC drain and Laying of CC Road at Vishnupriya colony internal lanes in Division No.4;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.

Construction of CC drain and Laying of CC Road at Vishnupriya colony internal lanes in Division No.4;Saw cut joints for freshly laid concrete pavement including all material and labour charges

Construction of CC drain and Laying of CC Road at Vishnupriya colony internal lanes in Division No.4;Supplying and placing seperation membranes of impermeable plastic sheeting 125 microns thick under payments slab including cost and conveyance etc complete. Sl.no 274 of sor

Construction of CC drain and Laying of CC Road at Vishnupriya colony internal lanes in Division No.4;Providing concrete P.C.C grade M 10 Nominal mix 1:3:6 for plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. Without Centering charges (flooring)

Construction of CC drain and Laying of CC Road at Vishnupriya colony internal lanes in Division No.4;BLD-CSTN-2-8 (16) : 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.

Construction of CC drain and Laying of CC Road at Vishnupriya colony internal lanes in Division No.4;Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.7-0.8 atmospheres as per the standard procedure floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work.