Public Works 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.
Costs
EMD
₹ 3,28,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Improvements To Mandalageri-yarehanchinal Road Km 15.00 To 16.00 & Kukanur-arakeri Road Km 3.00 To 6.60 In Yelburga Constituency, Koppal District.
Description
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Contact
Tender Id
KPWD/2022-23/RD/WORK_INDENT153614Bid Award Id
ViewTender No
KPWD/2022-23/RD/WORK_INDENT153614Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://kpwd.karnataka.gov.in/
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Documents
BOQ Items
Construction of Granular Sub-Base of 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 For Grading -V Material By Mix in Place Method ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.
495
-
1161121.5
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, 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 t vibratory roller, finishing and curing. ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.
175
-
771015
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.
87.5
-
219948.75
Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface,painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.
511.5
-
84857.85
Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.
350
-
16170
Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.
350
-
4410
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 broom ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.
20350
-
320512.5
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.
262.5
-
1884448.12
Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.
45
-
373605.75
Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.
607.5
-
6748079.62
Providing and laying heavy duty cobble stones 75mm 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 m2 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 Usage charges of machinery complete as per specifications. ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.
1200
-
1442700
Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 600 x 300 x 150 mm Kerb Stone ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.
1200
-
532980
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.
900
-
451710
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.
3000
-
1575000
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc ii. Ordinary kilometer stone (precast) ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.
3
-
7698.6
Reinforced cement concrete M15grade kilometre stone ( 200 m stone (precast)) of standard design as per IRC:8-1980, fixing in position including painting and printing etc ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.
4
-
6766.2
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. 60 cm equilateral triangle ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.
3
-
11362.05
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 ---- including cost of all materials, labour, HOM, I & UL, Curing with all leads and lifts etc., complete as per specifications & as directed by Engineer-in-charge of the work.
1
-
9088.8
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