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
₹ 6,36,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
PWD/2024-25/RD/WORK_INDENT17090Tender No
PWD/2024-25/RD/WORK_INDENT17090Tender Authority
Public Works Department ViewPurchaser Address
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Documents
Others - Specification
BOQ Items
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Vol-1 Page no 7 Item no 1.7) - 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.
101.52
124
12684.924
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Vol-1 Page no 7 Item no 1.8) - 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.
236.25
497
117581.625
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Vol-3 Page no 17 Item no 3.6) - 305 Construction of Subgrade and Earthen Shoulders 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
1640
517
848946
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Vol-3 Page no 23 Item no 4.2(v) ) - 401 B By Mix in Place Method 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 (v) For Grading -V Material
428.7
2476
1061868.465
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Vol-3 Page no 26 Item no 4.17) - 406 Wet Mix Macadam (Plant mix method) 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.
3160.25
2686
8491433.7375
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Vol-3 Page no 31 Item no 5.1A(i)) - 5.1 502 A Prime Coat over WMM/WBM (i) 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 0.70 kg per sqm using mechanical means.
12641
43
544195.05
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Vol-3 Page no 43 Item no 5.33) - 503 Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/sqm on the prepared bituminous surface cleaned with mechanical broom
12641
15
199095.75
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Vol-3 Page no 43 Item no 5.32) - 503 Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/sqm on the prepared bituminous surface cleaned with mechanical broom
25381
12
319800.6
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Vol-3 Page no 36 Item no 5.13 C) - 5.13 505 Dense Graded Bituminous Macadam Grading - II for traffic more than20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Mo RTH specification clause No. 505 complete in all respects.
982.75
10256
10079477.1
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Vol-3 Page no 38 Item no 5.17 B (C)) - 5.17 507 B Bituminous Concrete Grading II for traffic more than20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.
1122.08
11912
13366497.48
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Vol-3 Page no 67 Item no 8.18) - 807 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
150
785
117810
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Vol-3 Page no 67 Item no 8.16(ii) ) - 805 Kilometre Stone 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)
6
3073
18440.1
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Vol-3 Page no 67 Item no 8.16(iii) ) - 805 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
(iii) 200 m stone (precast)
24
884
21218.4
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Page no 63 & 64 Item no 8.5A(iv)) - 8.5 801 A Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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 sqm5 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:67:2022.( iv ) 60 cm equilateral triangle
6
3754
22528.8
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Page no 63 & 64 Item no 8.5A(viii)) - 8.5 801 A Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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 sqm5 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:67:2022. ( viii ) 60 cm circular
6
4511
27071.1
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Vol-3 Page no 65 Item no 8.7) - 801 Direction and Place Identification Signs upto 0.9 sqm
Size Board. Providing and erecting direction and place identification retro-reflectorised 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 not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with sqm5 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
2.7
9460
25543.35
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Vol-3 Page no 74 Item no 8.43) - 21-C Traffic Signages & Other Appurtenant Works 1 MoRTH 806 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 csqm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment
882
383
338026.5
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Vol-3 Page no 67 Item no 8.15) - 803 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/ sqm 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.
1230.24
556
684628.56
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