Rural Development And Panchayat Raj 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.
Rural Development And Panchayat Raj Department - RDPR Tender
Road Construction
Opening Date4 Dec 2024
Closing Date6 Jan 2025
Tender Amount₹ 46,99,25,064
Costs
EMD
₹ 70,48,900Document Cost
Refer DocumentsTender Fee
₹ 7,500
Summary
Pkg-hsd-06 Improvements To Main Roads (7 Nos) And Internal Roads (8 Nos) Including Installation Of Solar Lighting In 8 Mining Affected
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
RDPR/2024-25/RD/WORK_INDENT9563Tender No
RDPR/2024-25/RD/WORK_INDENT9563Tender 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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code4 - Compacting original ground supporting embankment Loosening leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150 mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300 2 for embankment construction. PWD SR 2023 24 Vol 3 PNo 17 I No 3.7 ref 305.3.4
23217.39
105
2437825.95
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code5 - Stabilized Sub base Base Providing Laying Spreading and Compacting in situ borrow area soil of CBR 5% mixed with 30% 40mm downsize crushed Aggregate. Application 1) Rip and loosen soil with excavator tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates as per mix design with rotavator. 2) Spread OPC Cement3% by weight of soil aggregate mix and mix with tractor operated rotavator. 3) Prepare and apply Chemical IRC Accreditation to achieve strength of minimum 4.5mpa mixed in OMC water 1000 ppm TDS on loose mix . Scarify the treated mix with rotavator. 4) .Compact the stabilized soil aggregate cement base with 8 to 10 tonne vibratory roller to achieve the desired density and thickness .Rates include all material labour hire charges of machinery etc. as per MoRD specifications Tri party agreement IRC SP 89 2018 direction of Engineer in Charge. PWD SR 2023 24 Vol 3 Item No 16.35 Pg No 153
20112.61
2538
51045804.18
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code6 - 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 abour rolling water all materials usage all other appurtenaces required to complete the work. PWD SR 2023 24 Vol 1 PNo 7 I No 1.8
43096.55
474
20427764.7
... More
code7 - 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. PWD SR 2023 24 Vol 3 PNo 26 I No 4.17
27151.93
2559
69481788.87
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code8 - Providing and constructing un reinforced plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M30 Grade coarse and fine aggregates conforming to IS 383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the formwork as per drawing spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including construction joints primer sealant curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead lifts loading unloading charges cost and conveyance of all materials labour equipments etc. complete. as per the directions of the Engineer in charge of the work.MORTH Chapter 20 vol 3 PWD SR 2023 24 P.No.149 16.28
32732.28
6754
221073819.12
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code9 - Prime Coat over Stabilised Soil base Crusher Run Macadam i Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning with mechanical Broom of road surface and spraying primer at the rate of 0.90 kg m2 using mechanical meansas directed by Engineer incharge.MORTH 602.6.3 vol 3 PWD SR 2023 24 P.No.31 I No 5.2
47690
53
2527570
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code10 - 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 m 2 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. PWD SR 23 24 Volume 3 P.67 I.No.8.15
6813.75
530
3611287.5
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code11 - Providing and fixing of retro reflectorised cautionary mandatory and informatory sign as per IRC 67 2012 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 M25 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 2012. 75 cm equilateral triangle . PWD SR 23 24 Volume 3 P.63 64 SL.NO.8.5 A iii
110
4076
448360
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code12 - Providing and fixing of retro reflectorised cautionary mandatory and informatory sign as per IRC 67 2012 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 M25 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 2012.90mm x 75mm rectangular PWD SR 23 24 Volume 3 P.63 64 I.SL.NO.8.5 A ix
16
6525
104400
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code13 - Kilometre Stone. Reinforced cement concrete M15grade kilometre stone nof standard design as per IRC 8 1980 fixing in positionn including painting and printing etc. 200 m stone precast PWD SR 23 24 Volume 3 P.67 Sl.No.8.16 iii
138
842
116196
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code14 - Type A "W" Metal Beam Crash Barrier. Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail 70 cm above road ground level fixed on ISMC series channel vertical post 150 x 75 x 5 mm spaced 2 m centre to centre 1.8 m high 1.1 m below ground road level all steel parts and fitments to be galvanised by hot dip process all fittings to conform to IS 1367 and IS 1364 metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm 330 mm long complete as per clause 811 PWD SR 23 24 Volume 3 P.69 I.Sl.No.8.25 i
2080
3640
7571200
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code15 - Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering levelling the ground for all works other than foundation depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications including setting out barricading caution lights including dressing of excavated surfaces disposing off or levelling the excavated stuff or sorting stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage other appurtenances required to complete the work. PWD UNI SR 23 24 Volume 1 Pg no.5 Sl.No.1.2
126.36
575
72657
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code16 - Providing and laying in position Reinforced cement concrete for all Foundation works. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers well compacted using needle vibrators including all lead lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD UNI SR 23 24 Volume 1 Pg no.15 Sl.No.2.2.3
1473
6336
9332928
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code17 - Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape solar powered LED self illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow amber as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside without nails and using epoxy resin based adhesive and complete as directed by the engineer PWD SR 23 24 Volume 3 P.71 I.Sl.No.8.32
5465
2100
11476500
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code18 - Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet 15 20 mm high at center 250 mm wide placed at 1 m center to center at approved locations to control speed marked with white strips of road marking paint. UNI SR 23 24 Volume 3 P.71 I.Sl.No.8.31
975
188
183300
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code19 - 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 MS.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 5mmx35mmx3mm 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 . PWD SR 23 24 Volume 3 P.78 I.Sl.No.8.54
14
9000
126000
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code20 - Dismantling of existing structures like culverts bridges retaining walls and other structure comprising of masonry cement concrete wood work steel work including T P and scaffolding wherever necessary sorting the dismantled material disposal of unserviceable material and stacking the serviceable material withall lifts and lead ii By Mechanical Means A Cement Concrete Grade M 15 M 20 PWD 2023 24 Volume 3 Item no 2.8 ii a page no 10
463.25
719
333076.75
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code21 - Dismantling of existing structures like culverts bridges retaining walls and other structure comprising of masonry cement concrete wood work steel work including T P and scaffolding wherever necessary sorting the dismantled material disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Stone Masonry By Manual Means B Rubble Stone Masonry in Cement mortar PWD 2023 24 Volume 3 Item no 2.4 page no 10
69.69
180
12544.2
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code22 - 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 3 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 1.14.1 In all kinds of soils Depth upto 3 3m PWD 2023 24 Volume 1 Item no 1.14.1 page no 8
11186.049
102
1140976.998
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code23 - 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 PWD 2023 24 Volume 1 Item no 2.1.1 page no 57
562.36
5338
3001877.68
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code24 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Foundations of Bridges PWD SR 2023 24 Volume 1 Item no 2.11(b) page no 18
133.62
86206
11518845.72
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code25 - 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 7 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 einforcement dowel bars formwork to be paid separately M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD 2023 24 Volume 1 Item no 2.5.2 page no 80
182.92
6843
1251721.56
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code26 - Providing weep holes in Brick masonry Plain Reinforced concrete abutment wing wall return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V 20H towards drawing foce. Complete as per drawing and Technical Specifications PWD 2023 24 Volume 3 Item no 12.1 page no 117
1734
138
239292
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code27 - Providing and laying of Filter media with granular materials stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to at hickness of not less than 600 mm with smaller size towardsthe soil and bigger size towards the wall and provided over the entire surface behind abutment wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification PWD 2023 24 Volume 3 Item no 12.4 page no 117
1229.78
2677
3292121.06
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code28 - Providing and constructing curtain wall complete as per Drawing and Technical Specifications B. Cement concrete grade M15 PWD 2023 24 Volume 3 Item no 14.8b page no 130
682.55
6243
4261159.65
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code29 - Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces PWD 2023 24 Volume 3 Item no 8.10 page no 65
185.64
109
20234.76
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code30 - Providing and laying pithcing on slopes laid over fiter media including boulder apron laid dry in front of toe of embankment complete as per drawing and specification.A Stone Boulders PWD 2023 24 Volume 3 Item no 14.4 A page no 129
326.06
1912
623426.72
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code31 - Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specifications PWD 2023 24 Volume 3 Item no 14.5 page no 129
163.03
3036
494959.08
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code32 - Providing and laying boulders apron on river bed for protection against scour with stone boulders eighing not less than 40 kg each complete as per drawing and Technical specification. A Boulder Laid Dry Without Wire Crates. PWD 2021-22 Volume 3 Item no 16.2 page no 111
294.78
1912
563619.36
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code33 - Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator PWD SR 2023 24 Vol 3 Pno 17 I No 3.4
83626.5
5
418132.5
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code34 - PDismantling of Cement Concrete Pavement by Mechanical means using Pneumatic tools breaking to pieces not Exceeding 0.02 m3 in volume and stock pilling at designated locations and disposal of dismatled materials and Stacking Serviceable and unserviceable materials separately PWD SR 2023 24 Vol 3 P No 12 I No 2.19
1728.75
563
973286.25
... More
code35 - 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 einforcement formwork shall be paid separately Mix 1 4 8 M5 Using 40 mm nominal size graded crushed coarseaggregates UNI SR 23 24 Volume 1 P.15 1.No.2.1.2
947.63
5664
5367376.32
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code36 - 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates UNI SR 23 24 Volume 1 P17 SI.No2.4.2
1848.75
6323
11689646.25
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code37 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges PWD SR 2023 24 Volume 1 P.18 SI.No.2.11c
93.6
86433
8090128.8
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code38 - supplying of fixing of solar street lighting system Providing and fixing factory made precast RCC perforated drain covers having concrete of strength not less than M 25 of size 1000 x 450x50 mm reinforced with 8 mm dia four nos longitudinal 9 nos cross sectional T.M.T. hoop bars including providing 50 mm dia perforations 100 to 125 mm c c including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete all as per direction of Engineer in charge. UNI SR 23 24 Volume 2 P.175 I.No.17.5
2040
1123
2290920
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code39 - supplying of fixing of solar street lighting system 12V 50W of operational 12hours with minimum of 2days autonamy the capacity of 12v 60wp SPV monocrystaline cilicon light 12NV 32AH capacity 12V 5ams with invater management systme backup 12h day GI Pole of 6m heigth 74mm outer dia 60ft semicircular area coverage of each system garanty for the solar module is 10year guarently for the solar LED light is 2 year gueranty for the complete system should be minimum of 1 year including cost of installation of consert of M15 and size 0.45x0.45x0.50cum the rates inclusive of all taxes lead left machinery labour transportation installing and commissioneing etc
192
56882
10921344
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