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

Civil Works
Opening Date19 Mar 2021
Closing Date1 Apr 2021
Tender Amount₹ 36,16,708 
This is an estimated amount, exact amount may vary.
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Providing concrete for plain/ reinforced concrete in open foundation complete drawings and technical specification clause 802,803,1202 & 1203 Pcc Grade (m10) nominal mix 1:3:6 RDED DSR 18-19 I.No.11.4.1(i)P.No.91

27.3

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134582.18

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Providing & laying reinforced cement in superstructure as per drawing and technical specification clauses 800,1205,4 and 1205.5Rcc Grade M-20 for Nominal Mix 1:2:4 RDED DSR 18-19 I.No.13.1.1(i)P.No.103

60.06

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382666.28

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Supplying fitting and placing TMT bar reinforcement in supersaturate complete as per drawing and technical per specification clause 1002,1010 and 1202(RDED DSR 18-19 I.No.13.3 P.No.66

1.5015

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94011.17

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construction of embankment with material obtained from borrow pit with a lift upto 1.5 m transporting to sitespreading grading to required slope and compacting to meet requirement of tables 300.1 and 3002.2 with a lead upto 1000m as per technical specification (PRED DSR 18-19 I.No.3.4 P.No.31

81.9

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29152.3

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Excavation and removal of silt or silt mixed with sand in slussy condition from canal bed including disposing off the same in spoil bank or on the canal embnakment in layers as directed etc., complete with initial lead upto 50m and all lifts

39.15

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10489.85

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Construction CD at Kuntegadde Aria in Sushilanagara:- Excavation and removal of silt or silt mixed with sand in slussy condition from canal bed including disposing off the same in spoil bank or on the canal embnakment in layers as directed etc., complete with initial lead upto 50m and all lifts

12

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3215.28

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Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.,Ordinary soil Upto 3 m depth

9.72

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3919.1

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KSRB 2.8 : Providing and Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. No. KBS

1.62

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3022.68

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3.6

1.215

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5989.65

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5)

0.23

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1114.28

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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed rubble masonry (2nd sort) In 1:3 cement mortar

3.51

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16418.9

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Providing 20mm thick cement plaster in single coat with cement mortar 1:4, to stone masonry & concrete surface including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.

9.26

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2139.06

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providing and spplying cuddapah slab 2.5cm to 4 cm thick

7.43

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2124.98

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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m R.C.C grade M 20

2.25

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13222.91

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Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

0.2025

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12390.93

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construction of embankment with material obtained from borrow pit with a liftupto 1.5m transporting to sites spreading grading to requiredto required slopeand compacting to meet requirement of tables 300 and 300.2 with alead upto 1000m as per technical specification

4.32

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1537.7

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Construction U Shape CC Drain from Durugibayi House to Post Ramunaik House at Sushilanagara:- excavation for structures earth work in exavation for structures as per drawing and technical specifications clause 305.1 including setting out. Construction of shoring and bracing , removal of stumps and other deleterious materials and disposal upto a lead of 50 mtrs .dressing of sides and bottom and backfilling in trecnches with excavated sutable material

30.38

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12249.22

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KSRB 2.8 : Providing and Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. No. KBS

6.75

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12594.49

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Providing concrete for plain/ reinforced concrete in open foundation complete drawings and technical specification clause 802,803,1202 & 1203 Pcc Grade (m10) nominal mix 1:3:6 RDED DSR 18-19 I.No.11.4.1(i)P.No.91

5.0626

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24957.35

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Providing & laying reinforced cement in superstructure as per drawing and technical specification clauses 800,1205,4 and 1205.5Rcc Grade M-20 for Nominal Mix 1:2:4 RDED DSR 18-19 I.No.13.1.1(i)P.No.103

11.137

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70958.28

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Supplying fitting and placing TMT bar reinforcement in supersaturate complete as per drawing and technical per specification clause 1002,1010 and 1202(RDED DSR 18-19 I.No.13.3 P.No.66

0.28

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17531.22

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construction of embankment with material obtained from borrow pit with a lift upto 1.5 m transporting to sitespreading grading to required slope and compacting to meet requirement of tables 300.1 and 3002.2 with a lead upto 1000m as per technical specification (PRED DSR 18-19 I.No.3.4 P.No.31

20.25

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7207.99

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Excavation and removal of silt or silt mixed with sand in slussy condition from canal bed including disposing off the same in spoil bank or on the canal embnakment in layers as directed etc., complete with initial lead upto 50m and all lifts

20.472

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5485.27

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Construction U Shape CC Drain from Sankri Durganaik House to Waterman Krishnanaik House at Sushilanagara:- excavation for structures earth work in exavation for structures as per drawing and technical specifications clause 305.1 including setting out. Construction of shoring and bracing , removal of stumps and other deleterious materials and disposal upto a lead of 50 mtrs .dressing of sides and bottom and backfilling in trecnches with excavated sutable material

71.25

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28728

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KSRB 2.8 : Providing and Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. No. KBS

14.25

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26588.36

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Providing concrete for plain/ reinforced concrete in open foundation complete drawings and technical specification clause 802,803,1202 & 1203 Pcc Grade (m10) nominal mix 1:3:6 RDED DSR 18-19 I.No.11.4.1(i)P.No.91

10.6875

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52686.7

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Providing & laying reinforced cement in superstructure as per drawing and technical specification clauses 800,1205,4 and 1205.5Rcc Grade M-20 for Nominal Mix 1:2:4 RDED DSR 18-19 I.No.13.1.1(i)P.No.103

23.51

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149791.61

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Supplying fitting and placing TMT bar reinforcement in supersaturate complete as per drawing and technical per specification clause 1002,1010 and 1202(RDED DSR 18-19 I.No.13.3 P.No.66

0.59

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36940.78

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construction of embankment with material obtained from borrow pit with a lift upto 1.5 m transporting to sitespreading grading to required slope and compacting to meet requirement of tables 300.1 and 3002.2 with a lead upto 1000m as per technical specification (PRED DSR 18-19 I.No.3.4 P.No.31

42.75

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15216.86

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Excavation and removal of silt or silt mixed with sand in slussy condition from canal bed including disposing off the same in spoil bank or on the canal embnakment in layers as directed etc., complete with initial lead upto 50m and all lifts

19.95

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5345.4

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Construction of CC Road From Main Road to Kashyappa Naik House : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

60

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11214

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Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

30

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10678.5

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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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

60

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133182

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Construction of 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 M20 (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 provision of contraction and expansion, 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(

44.7

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222988.19

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Construction of CC Road From Ramagadh Road to Shakuva bai House : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

72

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13456.8

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Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

36

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12814.2

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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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

72

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159818.4

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Construction of 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 M20 (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 provision of contraction and expansion, 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(

53.4

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266388.57

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Laying of Concrete surround to Ambedkar bhavan : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

38.23

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7145.19

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Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

19.12

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6805.76

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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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

38.23

-

84859.13

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Construction of 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 M20 (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 provision of contraction and expansion, 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(

28.04

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139878.94

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Construction U Shape CC Drain from Ramagadh Road Thippu Naik House to Nala Bridge House at Sushilanagara:- excavation for structures earth work in exavation for structures as per drawing and technical specifications clause 305.1 including setting out. Construction of shoring and bracing , removal of stumps and other deleterious materials and disposal upto a lead of 50 mtrs .dressing of sides and bottom and backfilling in trecnches with excavated sutable material

102

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41126.4

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KSRB 2.8 : Providing and Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. No. KBS

20.4

-

38063.34

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Providing concrete for plain/ reinforced concrete in open foundation complete drawings and technical specification clause 802,803,1202 & 1203 Pcc Grade (m10) nominal mix 1:3:6 RDED DSR 18-19 I.No.11.4.1(i)P.No.91

15.3

-

75425.18

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Providing & laying reinforced cement in superstructure as per drawing and technical specification clauses 800,1205,4 and 1205.5Rcc Grade M-20 for Nominal Mix 1:2:4 RDED DSR 18-19 I.No.13.1.1(i)P.No.103

33.66

-

214461.32

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Supplying fitting and placing TMT bar reinforcement in supersaturate complete as per drawing and technical per specification clause 1002,1010 and 1202(RDED DSR 18-19 I.No.13.3 P.No.66

0.84

-

52593.66

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construction of embankment with material obtained from borrow pit with a lift upto 1.5 m transporting to sitespreading grading to required slope and compacting to meet requirement of tables 300.1 and 3002.2 with a lead upto 1000m as per technical specification (PRED DSR 18-19 I.No.3.4 P.No.31

45.9

-

16338.1

... More
Excavation and removal of silt or silt mixed with sand in slussy condition from canal bed including disposing off the same in spoil bank or on the canal embnakment in layers as directed etc., complete with initial lead upto 50m and all lifts

38.13

-

10216.55

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Construction of CC Road From F Parshya Naik House to Devala naik House : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

30.4

-

5681.76

... More
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

15.2

-

5410.44

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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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

30.4

-

67478.88

... More
Construction of 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 M20 (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 provision of contraction and expansion, 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(

22.68

-

113140.31

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Construction of CC Road From Bantla Peerya Naik House to Ramu naik House : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

40

-

7476

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Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

20

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7119

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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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

40

-

88788

... More
Construction of 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 M20 (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 provision of contraction and expansion, 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(

29.76

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148459.25

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Construction of CC Road From Bunna Shankar Naik House to Dakati Sakribai House : Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

20

-

3738

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Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

10

-

3559.5

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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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

15

-

33295.5

... More
Construction of 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 M20 (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 provision of contraction and expansion, 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(

15

-

74828.25

... More
Construction U Shape CC Drain from Bharathi kumarNaik House to Post Ramu Naik House at Sushilanagara:- excavation for structures earth work in exavation for structures as per drawing and technical specifications clause 305.1 including setting out. Construction of shoring and bracing , removal of stumps and other deleterious materials and disposal upto a lead of 50 mtrs .dressing of sides and bottom and backfilling in trecnches with excavated sutable material

30.38

-

12249.22

... More
KSRB 2.8 : Providing and Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. No. KBS

6.75

-

12594.49

... More
Providing concrete for plain/ reinforced concrete in open foundation complete drawings and technical specification clause 802,803,1202 & 1203 Pcc Grade (m10) nominal mix 1:3:6 RDED DSR 18-19 I.No.11.4.1(i)P.No.91

5.06

-

24944.54

... More
Providing & laying reinforced cement in superstructure as per drawing and technical specification clauses 800,1205,4 and 1205.5Rcc Grade M-20 for Nominal Mix 1:2:4 RDED DSR 18-19 I.No.13.1.1(i)P.No.103

11.14

-

70977.4

... More
Supplying fitting and placing TMT bar reinforcement in supersaturate complete as per drawing and technical per specification clause 1002,1010 and 1202(RDED DSR 18-19 I.No.13.3 P.No.66

0.28

-

17531.22

... More
construction of embankment with material obtained from borrow pit with a lift upto 1.5 m transporting to sitespreading grading to required slope and compacting to meet requirement of tables 300.1 and 3002.2 with a lead upto 1000m as per technical specification (PRED DSR 18-19 I.No.3.4 P.No.31

20.25

-

7207.99

... More
Excavation and removal of silt or silt mixed with sand in slussy condition from canal bed including disposing off the same in spoil bank or on the canal embnakment in layers as directed etc., complete with initial lead upto 50m and all lifts

10.5

-

2813.37



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