Directorate Of Municipal Administration Tender

KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and lead,transporting grading to required slope and compacting to meet requirment table 300-2 complete as per specifications.including cost of gravel/murrum.watering charges & compaction by vibratory roller to 95% of proctors density Shivamoga Circle 2018-19 page no:-148 item no:-19.60

KSRRB M600-1.Construction of dry lean cement concrete mix C C1:5:10 with OPC cement @ 160kgs,with 25mm and dowm size graded metal coarse aggregate at 0.86cum and fine aggregate @ 0.58cum Sub-base over a prepared sub-grade with (coarse and fine aggregate conforming to IS:383) aggregate cement ratio exceed 15:1 Aggregate gardation after blending to be as per Table 600-1 cement content not to be less than 160 kg/ cum optimum moisture content to be determined during trial length construction.concrete strength not to be less than 10 Mpa at 7 days,mixed in a batching plant,transported to site,laid with a paver with electronic sensor,compacting with 8-10 tonns vibratory roller,finishing and curing complete as per specifications Shivamoga Circle 2018-19 page no:176 item no:-22.1

KSRRB M600-6. Cement concrete pavement. Construction unreinforced plain cement concrete pavement, using M30 grade over a prepared base with OPC coarse aggregete at 0.69cum, fine aggregate at 0.46cum, coarse and fine aggregate asper clause 1051.2.2 M30 at 360 Kg per cum, coarse and fine aggregate conforming to IS : 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of 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 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. (P.No.175, I.No.22.6.1PWD.SR.2018-19)

KSRRB M300-55. Construction of sub grade and earthen shoulders with spreading, grading to required slope and compacted to meet requirement of table No. 3002-2 complte complete as per specifications including cost of earth watering charges & compaction by vibratory roller to 97% of proctros density) MORTH specification No. 305. (P.No.147, I.No.19.62 PWD 2018-19 Shivamoga circle)

Providing and laying plain/reincforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 Kgs with 20 mm and sown size granite metal coarse aggregats at 0.69 cum and fine aggregates at 0.43 cum machine mixed well compacted for walls and bottom including cetnering shuttering, cost of materials, complete as per specification HOM of machinery curing etc,(P 271 I No 37.59)

Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 2.0 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs.wherever necessary as directed in the following strata in hord soil (PRE SR2019-20 P NO 62, I NO 2.2)

Providing and installing at site of work PVC pipes including cost of pipes and specials and labour including lowering into trenches, laying true to line, level perfect linking at joints, leak proof including jointing of approved type with all labour and lift charges handling charges including encasing the pipe alround to a depth not less than 15cms with gravel or selected earth available from the excavation etc. complete.(PRE SR2019-20 P NO 62, I NO 10.01.2(b))

Refilling available earth around pipe lines, cables in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m and lift upto1.5m including cost of all labour complete as per specifications.( PRE SR 2019-20 P NO 62, I NO 2.25)

Supplying and fixing heavy SFRC manhole frame and cover confirming to IS 12592 part I 1988 and IS 12592 part-II 1991 (KUWS&DB rate item No .10(1))

KSRB 14.6-1: Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of materials, labour and HOM of machineries complete as per specifications. (P.No.103, I.No. 14.6.1 PWD SR 2018-19)

Providing & constructing information name board of size 1.75 x 1.75mtrs with BBM in CM with non-modulsr bricks of size of class designation 50 (table moulded). the foundation shall be provided with cement concrete M7.5 for a depth of 10cms and the name board shall be provided with 12mm thick plaster in Cm 1:6 on both the sides including rounding off corners. the name board shall be provided with painting with 2 coats of enamel paint. the cost includes excavation, cost of all materials, centring, transportation chagres labour, hire charges of machinaries etc complete ( page no:-271 item no:-37.62 PWD SR of 2018-19 shivamoga circle))

KSRRB M300-1. Earth work Excavation by manual means in ordinary soil involving an avarage horizantal throw upto 2 meaters and avarage lift upto 1.5 m excavated surface leveled and sides neatly dressed,the disposed earth to be leveled neatly breaking of clods complete as per specifications .Shivamoga Circle 2018-19 page no:-142 item no:-19.1 Dharwar circle MORTH Specification No. 301

KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and lead,transporting grading to required slope and compacting to meet requirment table 300-2 complete as per specifications.including cost of gravel/murrum.watering charges & compaction by vibratory roller to 95% of proctors density Shivamoga Circle 2018-19 page no:-148 item no:-19.60

KSRRB M600-1.Construction of dry lean cement concrete mix C C1:5:10 with OPC cement @ 160kgs,with 25mm and dowm size graded metal coarse aggregate at 0.86cum and fine aggregate @ 0.58cum Sub-base over a prepared sub-grade with (coarse and fine aggregate conforming to IS:383) aggregate cement ratio exceed 15:1 Aggregate gardation after blending to be as per Table 600-1 cement content not to be less than 160 kg/ cum optimum moisture content to be determined during trial length construction.concrete strength not to be less than 10 Mpa at 7 days,mixed in a batching plant,transported to site,laid with a paver with electronic sensor,compacting with 8-10 tonns vibratory roller,finishing and curing complete as per specifications Shivamoga Circle 2018-19 page no:176 item no:-22.1

KSRRB M600-6. Cement concrete pavement. Construction unreinforced plain cement concrete pavement, using M30 grade over a prepared base with OPC coarse aggregete at 0.69cum, fine aggregate at 0.46cum, coarse and fine aggregate asper clause 1051.2.2 M30 at 360 Kg per cum, coarse and fine aggregate conforming to IS : 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of 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 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. (P.No.175, I.No.22.6.1PWD.SR.2018-19)

Removing and refixing of stone slabs of drains and ponting in CM (1:3) (P.No.27, I.No.5.33 PWD.SR.2018-19)

Providing granite slabs of selected quality roughly dressed and fixed in cement mortar (1:6) including fixing curing etc., complete (P.No.27, I.No.5.31 PWD.SR.2018-19)