Agricultural Produce Market Committee Tender

KSRB 4.9.2 : Providing T.M.T. steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. as directed by the engineer incharge with all lead and lifts.

Scarifying bituminous course 50mm to 75mm thick along with premix carpet I surface dressing by manual means without disturbing the base and stacking of the debris materials including cost of all labour charges complete as per specifications. MORTH I Chapter 3 as directed by the engineer incharge with all lead and lifts.

KSRRB M400-6.1. Construction of granular sub-base by providing close graded crushed stone aggregates of granite / trap / basalt material, mixing in a mechaical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications. A. Plant Mix Method. - Close graded granular sub-base material as per 400-1 For Grading- I Material Note: Granulated blast furnace slag/Slag sand may be used for item No. 20.1, 20.2,20.3,20.4,20.5,20.6 instead of river sand / grit and 6 mm below aggregates or combination as directed by the engineer incharge with all lead and lifts.

KSRRB M400- Wet Mix Macadam KSRRB M400-17. Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 as directed by the engineer incharge with all lead and lifts.

KSRRB M600-6: Construction of unreinforced plain cement concrete pavement, thickness as per design, over a prepared subbase with OPC cement of any ther type as per clause 105.2.2 M20 / M30 , with 25mm and down size graded granite metal course aggregate and fine aggregate with superplastisizer at 3lts conforming to IS 9103-1999 reaffirmed 2008,mixed in a concrete mixure or not less than 0.6cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work, (Steel channel, laying and fixing of 125 micron thick polythin film, wedges, steel plates including leveling the form work as per drawing). Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expantion, construction and longitudinal joints, joint filters, separation membrane, sealent primer,joint sealent, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound,finishing to lines and grades as per specification as directed by the engineer incharge with all lead and lifts.

KSRRB 200-8. Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, by manual means, in area of light jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials labour charges complete as per specifications. as directed by the engineer incharge with all lead and lifts.

KSRRB M300-54: Construction of Embankment with Material deposited from Roadway cutting. Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirements Table 300-2 complete as per specifications (Which includes cost of gravel / murrum, watering charges & compaction by vibrator roller.) MORTH Specification No as directed by the engineer incharge with all lead and lifts

KSRRB M400 –Water Bound Macadam KSRRB M400-14.1: Providing, laying, spreading and compacting cushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per specification. A. by manual means. Crushable type such as Moorum or Gravel Grading-III

Earth work for lowering and levelling the ground other than foundation works by mechanical means upto 3.00 depth, including providing shoring strutting and brasing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required & utilising/transporting the remaining earth upto 1.00 km lead. Including the cost of labour & HOM of machineries, as per drawing and technical specification. as directed by the engineer incharge with all lead and lifts.

KSRRB M300- Construction of Embankment with Material Gravel/ Murrum. KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(Including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of proctors density) MORTH Specification No. 305 as directed by the engineer incharge with all lead and lifts