Public Works Department Tender
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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
₹ 80,634Document Cost
Refer DocumentsTender Fee
₹ 2,020
Summary
Improvements To Road From Bairaveshwara Camp To Huda-mukunda Road (2.00) In Sindhanur Taluk, Raichur(dist) Under-5054-04-337-0-01-154 Appendix-e/for The Year /2024-25categoryii(a)
Description
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Contact
Tender Id
PWD/2024-25/RD/WORK_INDENT18153Tender No
PWD/2024-25/RD/WORK_INDENT18153Tender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
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PWD 2023-24 VOL-3 I.No. 3.6 P.No. 17 - 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 SL NO. 3.6 MoRT&H 305
452.62
517
234298.743
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PWD 2023-24 VOL-3 I.No. 16.10 P.No. 145 - Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specifications
948.34
1498
1420945.239
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PWD 2023-24 VOL-3 P.No.26 - Wet Mix Macadam 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. SL NO. 4.2 MoRT&H 401
646.59
2686
1737355.0005
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PWD 2023-24 VOL-3 I.No.5.1A(i) P.No.31 - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared Prime Coat over WMM/WBM surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. SL NO. 5.1 MoRT&H 502
4310.62
43
185572.191
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PWD 2023-24 VOL-3 I.No.5.3 P.No. 31 - Providing and applying tack coat (Tack coat on Bituminous surface )with RS1 Bituminous Emulsionusing emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom SL NO. 5.3 MoRT&H 503
4310.62
12
54313.812
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PWD 2023-24 VOL-3 I.No.5.6B P.No. 32 - Providing and laying Bituminous Macadam with 100 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over apreviously 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
215.53
7746
1669689.357
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PWD VOL-3 I.No.5.31 P.No. 43 - 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.
107.77
10659
1148785.092
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PWD PWD 2023-24 VOL-3 I. NO.8.15 P.No. 67 - Road marking with hot applied Thermoplastic Compoundwith Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound2.5 mm thick including reflectorising glass beads @ 250 g/m2area, thickness of 2.5 mm is exclusive of surface applied glassbeads as per IRC:35:2015.The finished surface to be level,uniform and free from streaks and holes.
229.9
556
127939.35
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Page No. 74, SI No. 8.43) of 2023-24 CSR Volume-3 - 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
460
383
176295
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PWD 2023-24 VOL-3 I.No. 8.18 P.No. 67 - 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 SL NO. 8.18 MoRT&H 807
38
785
29845.2
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PWD 2023-24 VOL-3 8.16(ii) P.No. 67 - Kilometre Stone Ordinary kilometer stone (precast) Reinforced cement concrete M15grade kilometre stonenof standard design as per IRC:8-1980, fixing in position including painting and printing etc SL NO. 8.16 MoRT&H 805((ii)
2
3073
6146.7
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PWD PWD 2023-24 VOL-1 I. NO.1.14 P.No. 8 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work
31.5
107
3373.65
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PWD PWD 2023-24 VOL-1 I. NO.2.1.1 P.No. 15 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fineaggregates 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
1.5
5604
8407.35
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PWD 2023-24 VOL-3 16.15P.No.146 - 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, protectionworks, backfilling,concrete and masonry works in head walls and parapetsClause 1101.6 750mm dia
15
3501
52526.25
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PWD VOL-3 Pg No.117 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material
28.18
1226
34559.952
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PWD 2023-24 VOL-3 I.No.8.54P.No. 65 - Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804
1
9450
9450
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