Municipal Corporation Tender

Laying of CC Road and Construction of CC Drain from H.No.25 8 640 5 to 25 8 654 2 A, 25 11 218 3 to;Earthwork in excavation for as per drawing and technical specifications Clause 305.1 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 as per Technical Specification 305 MORD /

Laying of CC Road and Construction of CC Drain from H.No.25 8 640 5 to 25 8 654 2 A, 25 11 218 3 to;Filling with Stone dust 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 from H.No.25 8 640 5 to 25 8 654 2 A, 25 11 218 3 to;BLD-CSTN-3-4 (21) -Hand mixing up to Plinth Level : Plain Cement concrete nominal mix (1:4:8) prop (Cement : fine aggregate: coarse aggregate ) using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , charges on all materials, labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.for foundation and under flooring bed.

Laying of CC Road and Construction of CC Drain from H.No.25 8 640 5 to 25 8 654 2 A, 25 11 218 3 to;PCC 1:2:4 using 20 mm and 10mm Walls. for Side walls (For CC Drain walls (0.20+0.15)/2=.175

Laying of CC Road and Construction of CC Drain from H.No.25 8 640 5 to 25 8 654 2 A, 25 11 218 3 to;Plain Cement concrete M15 (1:2.5:5) using ,20,10 mm metal with concrete mixture. (20mm 72%, 10mm 28%).P (Vent Portion)For CC Drain Vent (0.10+0.05+0.10/3)/3 =0.058

Laying of CC Road and Construction of CC Drain from H.No.25 8 640 5 to 25 8 654 2 A, 25 11 218 3 to;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

Laying of CC Road and Construction of CC Drain from H.No.25 8 640 5 to 25 8 654 2 A, 25 11 218 3 to;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)

Laying of CC Road and Construction of CC Drain from H.No.25 8 640 5 to 25 8 654 2 A, 25 11 218 3 to;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 subbase 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 from H.No.25 8 640 5 to 25 8 654 2 A, 25 11 218 3 to;Supplying and placing seperation membranes of impermeable plastic sheeting 125 microns thick under payments slab including cost and conveyance etc complete.

Laying of CC Road and Construction of CC Drain from H.No.25 8 640 5 to 25 8 654 2 A, 25 11 218 3 to;RBR-CCPV-5- Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as Abstract of Rates SSR-2022-23 (Steel, Cementand & BT rates for the Month of 30-8 -2022) 3 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 from H.No.25 8 640 5 to 25 8 654 2 A, 25 11 218 3 to;Supply of high performance expansion joint fillet board conforming to IS 1838 25mm thick Supply of high performance expansion joint filler board conforming to IS: 1838 - 25 mm THICK

Laying of CC Road and Construction of CC Drain from H.No.25 8 640 5 to 25 8 654 2 A, 25 11 218 3 to;Supply and filling with gravel from approved quarry including cost and conveyance, watering, tamping including all labour charges