Directorate Of Municipal Administration Tender

KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @320Kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69 cum and fine aggregtes @ 04.60 Cum, with super plasticsers @ 3 liters confirming to is 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters, columnspillars, posts, struts, butteresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing complete but excluding cost of reinforcement as per specifications.

KSRB 4-6.4 : providing and removing centering, shuttering, strutting, propping etx., and removal of from work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications.

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

Scarifying Existing Granular surface to a depth of 50mm by manual means scarifying existing Granular surface to a depth of 50mm and disposal of scarified material with a lift upto 3m and leads upto 1000m as per technical specification clause 301.5 (PRE SR 2019-20, P.NO-17, I.NO-3.1)

Construction of embankment with approved material obtained from borrow, pits with a lift up to 1.5m transporting to site. Spreading grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with lead of 1000 m as per technical specification clause 301.5 (P. No. 17/ I. No. 3.4 PRE SR 2019-20)

Providing, laying, spreading, and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100km static proper grade and camber applying and brooming crushable screening to fill up the interstices of coarse aggregates watering and compacting to required density grading-2 as per technical specification. Clause 405 (PRED SR 2019-20 P.No.27/I. No. 4.8(2)) A,BY manual means.

KSRRB 300-1. Earthwork excavation by manual means in ordinary soil excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3 (P 143 /I.No 19.1) PW, P & IWTD ,SHIVAMOGGA SR 2018-19

KSRRB 300-Compaction KSRRB 300-58. Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH / Chapter 34(PWD SR 2018-19 P.No. 149, I.No. 19.64)

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.(which includes cost of gravel / murrum, watering charges & compaction by vibratory roller) MORTH Specification No. 305 (P .148 /I. 19.60) PW, P & IWTD ,SHIVAMOGGA SR 2018-19)

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

Cement concrete pavement.Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base with OPC cement or any other type as per clause 1051.2.2 design mix M20/M30 , with 25mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-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). Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, selant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per specifications.2 M20 (at 300Kg per cum coarse aggregate @ 0.64cum and fine aggregate @ 0.43cum)(PWD SR 2018-19 P.No. 174, I.No. 22.6.2) (PWD SR 2018-19 P.No. 176, I.No. 22.6.1)

KSRRB 300-1. Earthwork excavation by manual means in ordinary soil excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3 (P 143 /I.No 19.1) PW, P & IWTD ,SHIVAMOGGA SR 2018-19

KSRRB 300-Compaction KSRRB 300-58. Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH / Chapter 34(PWD SR 2018-19 P.No. 149, I.No. 19.64)

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.(which includes cost of gravel / murrum, watering charges & compaction by vibratory roller) MORTH Specification No. 305 (P .148 /I. 19.60) PW, P & IWTD ,SHIVAMOGGA SR 2018-19)

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

Cement concrete pavement.Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base with OPC cement or any other type as per clause 1051.2.2 design mix M20/M30 , with 25mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-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). Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, selant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per specifications.2 M20 (at 300Kg per cum coarse aggregate @ 0.64cum and fine aggregate @ 0.43cum)(PWD SR 2018-19 P.No. 174, I.No. 22.6.2) (PWD SR 2018-19 P.No. 176, I.No. 22.6.1)