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
₹ 1,67,504Document Cost
Refer DocumentsTender Fee
₹ 2,100
Description
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Contact
Tender Id
PWD/2024-25/RD/WORK_INDENT17410Tender No
PWD/2024-25/RD/WORK_INDENT17410Tender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
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Vol 1 item no.1.12 II a page no.8 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work In all kinds of soils upto 300 mm depth
165.75
99
16533.5625
... More
Vol 1 item no.1.7 pg no.7 - Construction of Embankment : Construction of embankment with approved material obtained Road Way Cutting and excavation from drain and foundation of other structures graded and compacted to meet requriement of Table 300.1 and 300.2 as per Technical Specification Clause 301 & 302
398.78
124
49827.561
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Vol 1 item no.1.8 pg no.7 - 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.
3015.42
497
1500774.534
... More
Vol3 item no.4.2.B.(V) page no.23 - 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
806.29
2476
1997140.0155
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Vol3 item no. 3.6 page no.17 - Construction of Subgrade and Earthen Shoulders : Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.
1560.01
517
807539.1765
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Vol3 item no. 4.14.b.i.a page no.25 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-upthe interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause B Mechanical means
(i) Grading-I (63 mm to 45 mm)"
369.01
2272
838464.522
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Vol3 item no. 4.14.b.ii.b page no.25 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices ofcoarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. B Mechanical means (ii) Grading-II (53 mm to 22.4 mm) (b) Using Screening Type B (11.2mm agg)
369.01
2526
932229.963
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Vol3 item no.5.1 page no.31 - Providing and applying primer coat with SSI grade Bitumen Emulsion on prepared surface of granual base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.
4920
43
211806
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Vol3 item no.5.4.ii page no.31 - Providing and applying tack coat with Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared granular surface cleaned with mechanical broom
4920
14
72324
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Vol3 item no. 16.12 page no. 145 - Open-Graded Premix Carpet using Bituminous (VG-30)
Providing, laying and rolling of Open-Graded Premix Carpet
by Manual Means of 20 mm thickness composed of 13.2 mm
to 5.6 mm aggregates either using VG-30 grade bitumen
or Emulsion to required line, grade and level to serve as
wearing course on a previously prepared base, including
mixing in a suitable plant, laying and rolling with a three
wheel 80-100 kN static roller capacity, finished to required
level and grades to be followed by seal coat as per Technical
specification"
4920
189
929880
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Vol3 item no. 5.21.ii page no. 39 - Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Case - II : Type B By Mechanical Means Bitumen S-65( I.No 5.11-Case-II/Type-B( II)
4920
54
268632
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Vol3 item no. 8.16 II page no.67 - Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone (Precast)
2
3073
6146.7
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Vol3 item no. 8.16 III page no.67 - Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 " 200 m stone (precast)
6
884
5304.6
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Vol3 item no. 8.5.a.ii page no.64 - Providing and fixing of Retro-reflectorised Traffic Signs, mandatory and informatory sign board as per IRC.67 made of Encapsulapted Lens Type Reflective Sheeting vide clause 1701.2.3 Fifed Over alluminum Sheeting,1.5mm thick supported on a mild steel angle iron post 75 mm x 75mmX 6mm firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x50x600 mm, 600 mm below ground level as per approved drawing and technical specification Clause 801. ( ii ) 90 cm equilateral triangle
900 mm Equilatral triangle
6
4918
29509.2
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Vol3 item no. 8.7 page no.65 - Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701. (1.2mts X 0.75Mts)
Place Identification Board
3.6
9460
34057.8
... More
Vol3 item no.8.15 page no.67 - Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803- - with all lead and lift including other incidental charges wherever necessary for successful completion of work
40
556
22260
... More
M.R. - KKRDB Main information Board
1
6000
6000
... More
Vol3 item no.8.18 page no.67 - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting
63
785
49480.2
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