Rural Development And Panchayat Raj Department Tender

Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.

Rural Development And Panchayat Raj Department - RDPR Tender

Civil And Construction
Road Construction
Opening Date4 Sep 2024
Closing Date18 Sep 2024
Tender Amount₹ 2,52,05,268.03 
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004 - Construction of UNLINED SURFACE DRAINS of average cross sectional area 0.40sqm in soil to specified lines, graded, levels And dimensions, excavated material to be used in embankment with a lift upto 3.0 m and lead of 50m (average lead 25m) as per Technical specification Clause 307 by MECHANICAL means.

2500

26

65625

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005 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction.

229.8

124

28713.51

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006 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.SL NO. 1.8 MoRT&H Spec. 305

4067.2

497

2024245.44

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007 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 SL NO. 3.6 MoRT&H 305

5859.41

517

3033123.5865

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008 - Construction of Granular Sub-Base of For Grading -VI Material required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401

2318.78

2664

6179316.822

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009 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 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. SL NO. 4.24(i)(a) MoRT&H 401

1073.64

2272

2439524.808

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010 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 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.

1084.78

2526

2740479.714

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011 - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared Prime Coat over WMM/WBM surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. SL NO. 5.1 MoRT&H 502

14463.75

55

804907.6875

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012 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broomSL NO. 5.4 MoRT&H 503

14463.75

14

212617.125

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013 - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG-30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade. SL NO. 5.20 MoRT&H 503

14463.75

201

2915892

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014 - Kilometre Stone Ordinary kilometer stone (precast) Reinforcedcement concrete M15grade kilometre stonenof standard design as per IRC:8-1980, fixing in position including painting and printing etc SL NO.8.16 MoRT&H 805((ii)

4

3073

12293.4

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015 - Kilometre Stone Ordinary kilometer stone (precast) Reinforcedcement concrete M15grade kilometre stonenof standard design as per IRC:8-1980, fixing in position including painting and printing etc SL NO.8.16 MoRT&H 805((ii)

20

884

17682

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016 - Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting SL NO. 8.18 MoRT&H 807

591

785

464171.4

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017 - Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing SL NO. 8.8 MoRT&H 801

2

10187

20374.2

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018 - Retro-Reflectorised Traffic Signs 90 cm equilateral triangle Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012.SL NO. 8.6 MoRT&H 801 (A) (ii)

6

4985

29912.4

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019 - Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.

2

10784

21569.1



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