Planning Programme Monitoring And Statistics Department Tender

KSRRB 300-58. Compaction of original ground by mechanical means including filling in depression occuring during rolling including cost of all labour, HOM complete as per specifications. MORTH / Chapter 3 etc., complete and all lead and lift as per direction of Engineer-in-charge of the work

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 etc., complete and all lead and lift as per direction of Engineer-in-charge of the work

Earth work in excavation of foundation of structures upto 3mt by Mechanical means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other delitarious matter dressing of sides and bottom filling back the excvated earth to the extent required and utilising / transporting the remaining earth including cost of labour, materials and HOM etc, complete.etc., complete and all lead and lift as per direction of Engineer-in-charge of the work

KSRRB M2100 Providing & laying Plain Cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with crushed 40mm and down size graded granite metal coarse aggregates @0.89cum and fine aggregates @ 0.46cum, in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications MORTH Specification No. 2100 etc., complete and all lead and lift as per direction of Engineer-in-charge of the work

"KSRRB M2100-14. Providing and laying plain Reinforcement Cement Concrete M20 with OPC @320 kgs, with 40mm and down size graded grahite metal coarse aggregates @O.64cum and fine aggregates @ 0.43cum, with superplasticizer @3lts confirming to IS9103-1999 Reaffirmed-200e in Open Foundation including cost of a/l materials, labour, HOM curing, form works, scaffolqing and centering complete as per specifica~ons complete as per Drawing and Technical Specifications. "MORTH Sp$cification No. 1500,1700 & 210.0 etc., complete and all lead and lift as per direction of Engineer-in-charge of the work

Providing TMT steel reinforcement for RCC work including strightening, cutting, bending, hooking, placing in position lapping and /or welding wherever required, tying with binding wire and anchoring to the adjoining member wherever required complete as per design ( laps, hooks and watage shall not be measured and paid cost of materials, labour HOM complete as per specification MORTH specification No 1600 & 2200 TMT bars Fe 500

Construction of granular sub-base Grading.V as Sub·base and drainage layer by providing coarse graded crushed stone aggregates of granite/ trap/basalt material, mixing In a mechanical mix. plant at OMC, . Carriage of mixed material towork'site, spreading in I,miform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98 %proctor density, complete as per specifications. Clause 401 of MORTH V Revision.etc., complete and all lead and lift as per direction of Engineer-in-charge of the work

KSRRB.M400-14.1. Providing,laying, spreading and compacting cushed stone aggregates of granite / trap/ basalt of specific sizes to water bound macadam specifications 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 aggregates, watering and compacting to the required density complete as per Specification. A. By manual means. MORTH Specification No. 404 Type A 13.2mm for grading etc., complete and all lead and lift as per direction of Engineer-in-charge of the work

Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M30 over a prepared base with OPC coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum, Coarse and fine aggregate conforming to IS: 383-2016 with superplastizer at 3 Its conforming to IS 9103-2008 mixed in a concrete mixer of not less than 0.6 cum 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 polythene film, wedges, steel plates including levelling the form work as per drawing) and spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, including groove cutting charges, joint filler, separation membrane of impermeable plastic sheet of 125 micron, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour, hire charges of machineries, all lead & lift charges etc., complete as per specifications with OPC at 320 kg/cum and GGBS 40 kg/cum conforming to IS: 12089, coarse aggregate 0.69cum, fine aggregate 0.46cum etc., complete and all lead and lift as per direction of Engineer-in-charge of the work

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