Municipal Corporation Tender

Laying of cc road and construction of cc drain;P.C.C. grade M 20 (MORD) Nominal mix (1:2:4) (Mechanical Mixer) 40,20,10 mm WALLS

Laying of cc road and construction of cc drain;Cement Concrete (1:3:6)pro mix with Kgs cement/Cum of concrete, 40mm normal size (SS5) Hard Granite Machine Crushed Metal @ 0.92 cum/cum. Of concrete and sand @ 0.46Cum/Cum of concrete for RCC works including cost and conveyance of all materials like cement sand coarse aggregate water etc. to site, and labour charges for mixing laying of concrete tamping, vibrating, lifting, curing, finishing top surface including hire charges of machinery and vibrator, centering, etc complete for finished item of work (as per SS 402) for BED

Laying of cc road and construction of cc drain;LBLD-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. (APSS NO. 309 & 310)

Laying of cc road and construction of cc drain;Carting of the Exavated earth upto a lead upto 5 km beyond the initial lead of 1 Km from site including loadingand unloading as per the engineer in charge.

Laying of cc road and construction of cc drain;BLD-CSTN-2-1 (9): Earth work excavation in Ordinary Soil by Manual Means-Upto 3 m depth for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including excluding dewatering charges etc as per SS - 20 B (APSS 308). for FOUNDATIONS

Laying of cc road and construction of cc drain;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 conforming to MPRTH Specificatio No.602

Laying of cc road and construction of cc drain;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

Laying of cc road and construction of cc drain;Supplying and placing seperation membranes of impermeable plastic sheeting(ply sheet) 125 microns thick under payments slab including cost and conveyance etc complete. Sl.no 274 of sor

Laying of cc road and construction of cc drain;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.

Laying of cc road and construction of cc drain;Carting of the Exavated earth upto a lead upto 5 km beyond the initial lead of 1 Km from site including loadingand unloading as per the engineer in charge.

Laying of cc road and construction of cc drain;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.