ZP 15th FC PFMS(Tied)

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Loamy and Clayey Soils like B.C. Soils, red earth & Ordinary Gravel (SS 20-B) including shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work for Foundation.

Stone crushed dust filling in foundation and basement including cost and conveyance of all materials, labour charges for watering, ramming and seigniorage charges etc.

Plain Cement concrete (1:4:8) Nominal Mix using 40mm metal using concrete mixer including all charges etc complete. For Bed

Vibrated Plain Cement concrete (1:2:4) Nominal Mix using 20mm & 10 mm metal using concrete mixer including all charges etc complete Side walls

RCC M-20 Nominal mix using 20 mm to 10 mm Graded size crushed hard granite metal including C/c of all materials, taxes, operational, incidental and labour charges such as machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work for Slab over drain.

Cost of Steel and its Fabrication Charges including bending, Cost of Binding wireetc..,Complete as per standared Specifications

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with initial lift of 3 mts and lead upto 50 m as per Technical Specification Clause 302.3 MORD but excluding GST

Construction of Imporved Sub grade by providing Stonedust spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.4 as per technical specification clause 408 MORD

Construction of Granular sub-base by providing well gradedmaterial(Table 400.1) with Grading III Material(HBG M/C+Stone dust) CBR Value not less than 20 and PI Value lessthan 6 spreading in uniform layers with Tractor grader onprepared surface, mixing by mix in place method withrotavator at OMC, and compacting with Vibratory Roller toachieve the desired density, complete as per TechnicalSpecification Clause 401 MORD .

Construction of un-reinforced, 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 M20 (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- daysand water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Power trowelling to finish as per the direction of Engineer in charge, reate inclusive of labour charges all complete for finished item of work.

Carying out Groove cutting 75 mm deep width petrol driven saw as per th edirection of the Engineer-incharge including labour & machinary charges etc complete

Cost & Supply of Quarry Rubbish including cost,conveyance, seigniorage and labour charges etc complete for finished item of work.

Cost & Supply of selected earth including cost,conveyance, seigniorage and labour charges etc complete for finished item of work.

Cost and supply of 110 mm dia 6kg/cm2 PVC pipes inlcuding all charges etc complete

Providing inaguration stone with Galaxy Granite 18-20mm thick (Black) Premium quality of size 1.20 x 0.60 mtrs and carving letters upto 100mm thick including labour charges and all incidental charges etc. complete