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_INDENT17071Tender No
PWD/2024-25/RD/WORK_INDENT17071Tender 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 1.8 - 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. ---- including cost of all materials, labor ,HOM,l
900
497
447930
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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
1623.75
517
840534.1875
... More
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 ---- including cost of all materials, labor ,HOM,l
995.65
2476
2466175.2675
... More
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
2143.8
2686
5760283.41
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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. ---- including cost of all materials, labor ,HOM,l
8611.33
43
370717.7565
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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 ---- including cost of all materials, labor ,HOM,l
8611.33
15
135628.4475
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Vol-3 Page no 33 Item no 5.8(ii 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
428.76
8044
3448966.878
... More
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
214.38
10659
2285205.048
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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) ---- including cost of all materials, labor ,HOM,l
2
3073
6146.7
... More
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
170
383
65152.5
... More
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
300
556
166950
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