Machine procurement

WeighBridge Type,Electronic Pit less Platform material and size High tensile Structural Steel as per IS 2062:2006 Should be anti skid type thickness of platform plate Not less than 10mm size 4.8 metre and 2.8 meter (length X Width), Weighing capacity 50 Tonnes,Load cell 4 Load cell With Nickel Plated alloy steel body,UPS 30 Minute back up,Printer Laser Display, ModesIndicate weight Indicate calibration Auto Zero tracking Indicator, Units kg,Least count 2 kg,Type/ Capacity of load cell Digital double ended shear beam load cells, Pre-calibrated load cells -5000/kg ( 4 nos) with mounting kitsAccessories of Junction BOX(01 set) Cables: Home run cable 20 meter and inter connections cable between load cell and junctions Electric Supply 3 Phase (440V 50Hz)Surface finish on metal parts Powder coating /Paints electrric Supply 3 Phase (440V 50Hz) Machhine Metal part Powder / Paint.

Security cabin( 6'X6') PVC door, Aluminium window roof with proporly shaded water proof sheet (make TATA/Jindal) with internal well paneling(9mm thick prelaminated MDF), Floating 18mm Thick CC mat including electrical fittings,wiring etc. Complete as directed by engineer -in-charge

RBR-EECD-8(c) : Earthwork excavation for road way in soil by mechanical means by using Hydraulic excavator including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge

RBR-SBBS-1 A III: Construction of granular sub-base by providing well graded material / Close graded material confirming to Grading - VI of MoRT&H Table 400-1 including cost, and conveyance of all materials to work site, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller to achieve the desired density, complete for finished item of work as per Technical Specification Clause 401 MORD / MORTH and as directed by the Engineer in Charge. For Grading VI Material

Providing Plain Cement concrete nominal mix M10 grade using 20mm size Graded Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site, 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.

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 43 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 micron 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 provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Vaccum dewatering 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 atmosphere as per the standard procedure,floating with power floater,vibrating using Screed vibrator, mechanical trowelling, finishing with sound edges and corners,including hire and operational charges of machinery ,labour,fuel etc,complete for finished item as directed by the Engineer-in-Charge.

BLD-CSTN- 2-8 modfied in 2021-22 : 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)