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
₹ 2,42,000Document Cost
Refer DocumentsTender Fee
₹ 4,030
Description
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Contact
Tender Id
PWD/2024-25/RD/WORK_INDENT17072Tender No
PWD/2024-25/RD/WORK_INDENT17072Tender Authority
Public Works Department ViewPurchaser Address
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Documents
Others - Specification
BOQ Items
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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 ---- including cost of all materials, labor ,HOM,l
1035
517
535767.75
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Vol-3 Page no 23 Item no 4.2v - 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 ---- including cost of all materials, labor ,HOM,l
783.45
2476
1940566.4775
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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. ---- including cost of all materials, labor ,HOM,l
2262
2686
6077880.9
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Vol-3 Page no 31 Item no 5.1Ai - 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. ---- including cost of all materials, labor ,HOM,l
8761.67
43
377189.8935
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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/m2 on the prepared bituminous surface cleaned with mechanical broom ---- including cost of all materials, labor ,HOM,l
8761.67
15
137996.3025
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Vol-3 Page no 33 Item no 5.8ii C - 5.8 504 ii Bituminous Macadam Grading - II for traffic less than20 MSA 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, labor ,HOM,l
437.4
8044
3518467.47
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Vol-3 Page no 43 Item no 5.31 - Semi Dense Bituminous Concrete 1 IRC-37:2018 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, labor ,HOM,l
218.7
10659
2331254.52
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Vol-3 Page no 51 Item no 6.8.2 - 6.8.2 IRC SP 63: 2018 Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. WMM/WBM Base to be paid separately as per relevant technical specification ---- including cost of all materials, labor ,HOM,l
300
1219
365715
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Vol-1 Page no 15 Item no 2.1.3 - 2.1 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/ trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement & formwork shall be paid separately
2.1.3 Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- including cost of all materials, labor ,HOM,l
27
6288
169788.15
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Vol-3 Page no 146 Item no 16.15c - 1101.6 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.
C 750 mm dia ---- including cost of all materials, labor ,HOM,l
22.5
3501
78789.375
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Vol-3 Page no 67 Item no 8.16ii - 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 ---- including cost of all materials, labor ,HOM,l
3
3073
9220.05
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Vol-3 Page no 67 Item no 8.16iii - 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 ---- including cost of all materials, labor ,HOM,l
12
884
10609.2
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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
sqm ---- including cost of all materials, labor ,HOM,l
1.8
9460
17028.9
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Page no 63 & 64 Item no 8.5A - 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 ---- including cost of all materials, labor ,HOM,l
4
3754
15019.2
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viii 60 cm circular - 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 ---- including cost of all materials, labor ,HOM,l
4
4511
18047.4
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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 ---- including cost of all materials, labor ,HOM,l
197
383
75500.25
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Vol-3 Page no 80 Item no 8.60.1(ii) - 8.60.1 IRC 99: 2018 Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam BM Gr II and Semi Dense Bituminous Macadam SDBC Gr II for entire formation width & WBM Gr II for Shoulder hump portion only 150 mm thick, completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022. ---- including cost of all materials, labor ,HOM,l
2
43564
87129
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Vol-3 Page no 78 Item no 8.53 - 8.53 RC 99: 2018 Providing & fixing Polymer rubberised factory made Black & Yellow coloured Speed retarders/Breakers with width 350mm & Height 50mm as per IRC 99:2018 with load carrying capacity upto 30t in local streets, parking arena and in areas with speed limit of 20 kmph as per direction of Engineer in-charge. ---- including cost of all materials, labor ,HOM,l
22
945
20790
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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. ---- including cost of all materials, labor ,HOM,l
304.95
556
169704.675
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