Rural Development And Panchayat Raj 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
₹ 1,25,400Document Cost
Refer DocumentsTender Fee
₹ 2,090
Description
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Contact
Tender Id
RDPR/2024-25/RD/WORK_INDENT13330Tender No
RDPR/2024-25/RD/WORK_INDENT13330Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
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Documents
BOQ Items
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PWD SR 2023-24, - 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 [Common PWD SR 2023-24, ---- with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
1031.25
493
508406.25
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PWD SR 2023-24, Volume-3, Pg No- - 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 Specification.PWD SR 2023-24, Volume-3, Pg No- ---- with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
378.13
1427
539591.51
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PWD SR 2023-24, Volume-3, Pg no-26, I.No. 4.17 - 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. Common PWD SR 2023-24, Volume-3, Pg no-26, I.No. 4.17 ---- with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
529.38
2559
1354683.42
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PWD SR 2023-24, Volume-3, Pg no-31, I.No. 5.1 (A)( - Prime Coat over WMM/WBM: 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 0.90 kg per m2 using mechanical means. Common PWD SR 2023-24, Volume-3, Pg no-31, I.No.
5.1 (A)(i)] ---- with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
3025
41
124025
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PWD SR 2023-24, Volume-3, Pg no-31, I.No. 5.4 (ii) - Tack coat on Granular surface treated with primer : Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom [Common PWD SR 2023-24, Volume-3, Pg no-31, I.No. 5.4 (ii)] ---- with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
3025
14
42350
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PWD SR 2023-24, Volume-3, Pg no-3, I.No.5.8IIA - providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type 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 ---- with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
151.25
7735
1169918.75
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PWD SR 2023-24 volume -3 - Semi Dense Bituminous Concrete ;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.5.31 IRC-37:2018 [Common PWD SR 2023-24 volume -3 p-43/5.31) ---- with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
75.63
10152
767795.76
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PWD SR 2023-24, Volume-3, Pg no-66, I.No. 8.13(i)) - Painting Lines, Dashes, Arrows etc on Roads in Two Coats
on New Work Painting lines, dashes, arrows etc on roads in two coats on
new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (i) Over 10 cm in width [Common PWD SR 2023-24, Volume-3, Pg no-66, I.No. 8.13(i)) ---- with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
165
203
33495
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PWD SR 2023-24, Volume-3, Pg no-4.2, I.No. 4 - Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work mcompletion 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 [Common PWD SR 2023-24, Volume-3, Pg no-4.2, I.No. 4] ---- with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
1
9000
9000
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PWD SR 2023-24 Volume-1 Pg.No-8 I.No.1.14.1 - SINGLE VENT DECK SLABE AND RCC DRAIN: 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 [Common PWD SR 2023-24, Volume-1, Pg.No-8, I.No.1.14.1] ---- with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
409.05
102
41723.1
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PWD SR 2023-24, Volume-2, Pg.No-151, I.No.17.1 - Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. [Common PWD SR 2023-24, Volume-2, Pg.No-151, I.No.17.1] ---- with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
163.62
1002
163947.24
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PWD SR 2023-24, Volume-1, Pg.No-15, I.No.2.1.3 - 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 (M10) Using 40 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-15, I.No.2.1.3] ---- with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
81.81
6288
514458.0945
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PWD SR 2023-24, Volume-1, Pg.No-16, I.No.2.4.2 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid
separately) 2.4.2-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-16, I.No.2.4.2] ---- with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
9.88
6639
65593.32
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PWD SR 2023-24, Volume-1, Pg.No-16, I.No.2.5.1 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.4.3-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-16, I.No.2.5.1] ---- with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
19.1
7293
139296.3
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PWD SR 2023-24, Volume-1, Pg.No-16, I.No.2.5.2 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) 2.4.3-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-16, I.No.2.5.2] ---- with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
7.5
7956
59670
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PWD SR 2023-24, Volume-1, Pg.No-92, I.No.2.11(C) - Supplying, fitting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specification. [Common PWD SR 2023-24, Volume-1, Pg.No-92, I.No.2.11(C)] ---- with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
11.49
86433
993115.17
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PWD SR 2023-24, Volume-3, Pg.No-117, I.No.12.30 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A) Granular Material [Common PWD SR 2023-24, Volume-3, Pg.No-117, I.No.12.30] ---- with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
5.4
1168
6307.2
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PWD SR 2023-24, Volume-1, Pg.No-16, I.No.2.4.3 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.4.2-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Common PWD SR 2023-24, Volume-1, Pg.No-16, I.No.2.4.3] ---- with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
205.35
6652
1366152.48
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