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.
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Tender Id
RDPR/2020-21/RD/WORK_INDENT82473Bid Award Id
ViewTender No
RDPR/2020-21/RD/WORK_INDENT82473Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
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http://https://www.tnrd.gov.in/
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BOQ Items
Construction of granular sub-base by providing well graded material, 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 --- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work. ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
270
-
405402.3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. .item no 4.8 3(a)Page No. 67 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
270
-
741846.6
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(Item No. 16.3 Page No. 55 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
540
-
3199797
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 (Sl. No.3.4 page 7 ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
122.4
-
40876.7
Providing and fixing RCC name board of size 1.35 x 0.60 x 0.04 M fixed in reinforced cement concrete poles of 0.10 x 0.10 x 2.60M in CC M20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8 mm dia stirupps as shown in drawing. The board shall be provided with 12mm thick cement plaster in CM 1:3 on both sides. The poles shall be embedded in the ground for a depth of 0.50m with CC M10 proportion. The board shall be fixed as per drawing and at the placed indicated by engineer incharge of work. The cost includes excavation, cost of all materials, cost of steel, centring, transportation charges, fixing charges etc, The work shall be carried out as per the detailed specification, drawing and direction of the engineer incharge of work (PWD SR Sl. No.37.60 page 218 ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
1
-
6050
Cutting of branches of trees shrubs and trimming of grass and weeds Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 (Item No. 15.12 (iii) Page No. 118 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
15600
-
63180
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 (Item No. 3.5 (i) Page No. 34 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
1950
-
406516.5
Maintenance of WBM Road Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. (Item No. 15.5 Page No. 116 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
2025
-
635283
Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (Item No. 5.2 (ii) Page No. 22 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
13500
-
163890
Providing and laying 20 mm thick mix seal surfacing TypeA on prepared surface as wearing course with specified graded crushed aggregates of 5.6mm and11.2mm size 0.027 cum/sqm premixed with modified bituminous binder at 2.15 kg/sqm consisting of 2.024 kg of VG- 10 bitumen (80/100 grade) and Plastomeric Thermoplastics (Waste Plastic Additive) @ 0.176 kg, in hotmix plant 40/60 TPH, transporting the mixed materials in tipper and laying with mechanical paver finisher to required level and grade, rolling with power roller 8-10 tonne, excluding cost of tack coat, including cost of all materials, labour, HOM complete as per specifications. (To be used where annual rainfall is more than 150cms) Clause 508 of MORTH V revision(Item No. 21.75 Page No PWD SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
14850
-
2580930
Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 (Item No. 15.2 (i) Page No. 115 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
9360
-
587246.4
Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.1OxO.1Ox2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 1Omm dia main steel bars and 8mm dia stirups. The board shall be provided with 12mm thick cement plaster in cement mortar 1 :3 on both the sides. The poles shall be embedded in the ground for a depth of0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and atthe place indicated by the Engineer incharge of the work. The cost includes excavation, bare cost of all materials, cost of steel, centering, transportation charges, fixing charges, labour, HOM etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. (Item No. 37.60 Page No. PWD SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
1
-
6050
Cutting of branches of trees shrubs and trimming of grass and weeds Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 (Item No. 15.12 (iii) Page No. 118 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
2400
-
9720
Maintenance of Gravel Road Maintenance of gravel road including making up the loss of profile, rectifying corrugated surface, filling up of depressions, pot holes and erosion gullies by adding fresh material and compacting it with appropriate equipment or to strip excess of material from the road surface as per drawings and technical specification Clause 1905 (Item No. 15.4 Page No. 110 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
960
-
254832
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, 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 Clause 401. For Grading II Material (Item No. 4.1 (ii) Page No. 14 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
240
-
360357.6
Water Bound Macadam with Crushable Screenings WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.. By Manual Means (Item No. 4.8 3[a] Page No. 41 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
225
-
618205.5
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 (Item No. 16.2 Page No. 121 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
450
-
2666497.5
Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 (Item No. 15.2 (i) Page No. 115 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
960
-
60230.4
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 (Item No. 3.5 (i) Page No. 34 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
1296
-
270177.12
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 (Item No. 11.1 (i) (i) Page No. 44 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
14.18
-
6350.8
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 (Hand mixing) (Item No. 11.4 (i) (ii) Page No. 45 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
4.05
-
23288.51
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 (Item No. 12.5 (iii) Page No. 100 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
16.99
-
111644.35
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (Item No. 12.7 Page No. 100 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
0.9058
-
59285.46
Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.1OxO.1Ox2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 1Omm dia main steel bars and 8mm dia stirups. The board shall be provided with 12mm thick cement plaster in cement mortar 1 :3 on both the sides. The poles shall be embedded in the ground for a depth of0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and atthe place indicated by the Engineer incharge of the work. The cost includes excavation, bare cost of all materials, cost of steel, centering, transportation charges, fixing charges, labour, HOM etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. (Item No. 37.60 Page No. PWD SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
1
-
6050
Maintenace of gravel road including mecking up the loss of profile,rectifing corrugated surface, filling up of depressions pot holes and erosion gullies by adding fresh material and compacting it with appropriate equipement or to strip excess of material from the road surface as per drawings and technical specification Clause 1905( PRED SR Page no.84 I.No.15.4) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
141.6
-
37587.72
Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing removal of stumps and other deleterious matter dressing of sides and bottom and back filling with selected earth item no. 9.1 ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
3
-
1343.61
Providing and laying reinforced cement concrete pipe NP2 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. PWD SR I.no 34.7.5 ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
10
-
15829
Construction of granular sub-base by providing well graded material, 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 Clause 401.item no 4.1 A (ii) page 12 ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
140.625
-
211147.03
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. .item no 4.8 3(a)Page No. 67 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
140.63
-
386392.18
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(Item No. 16.3 Page No. 55 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
281.25
-
1666560.94
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 (Sl. No.3.4 page 7 ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
68.85
-
22993.15
Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing removal of stumps and other deleterious matter dressing of sides and bottom and back filling with selected earth item no. 9.1 ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
252
-
112863.24
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Item No. 11.4 (1) (I) Page No. 43 PRE SR) Nominal Mix 1:3:6 P.C.C grade M 10 ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
63
-
354431.7
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Page No. 45 Sl. No. 12.5 (I1) (i) PRED SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
176.4
-
1159156.15
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (Page No. 56 Item No. 12.7 PRED SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
7.056
-
461821.83
Providing and fixing RCC name board of size 1.35 x 0.60 x 0.04 M fixed in reinforced cement concrete poles of 0.10 x 0.10 x 2.60M in CC M20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8 mm dia stirupps as shown in drawing. The board shall be provided with 12mm thick cement plaster in CM 1:3 on both sides. The poles shall be embedded in the ground for a depth of 0.50m with CC M10 proportion. The board shall be fixed as per drawing and at the placed indicated by engineer incharge of work. The cost includes excavation, cost of all materials, cost of steel, centring, transportation charges, fixing charges etc, The work shall be carried out as per the detailed specification, drawing and direction of the engineer incharge of work (PWD SR Sl. No.37.60 page 218 ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
1
-
6050
Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. (Item No. 3.2 Page No. 9 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
1560
-
9469.2
Construction of granular sub-base by providing well graded material, 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 Clause 401.item no 4.1 A (ii) page 12 ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
58.5
-
87837.16
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. .item no 4.8 3(a)Page No. 67 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
292.5
-
803667.15
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(Item No. 16.3 Page No. 55 PRE SR) ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
585
-
3466446.75
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 (Sl. No.3.4 page 7 ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
143.208
-
47825.74
Providing and fixing RCC name board of size 1.35 x 0.60 x 0.04 M fixed in reinforced cement concrete poles of 0.10 x 0.10 x 2.60M in CC M20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8 mm dia stirupps as shown in drawing. The board shall be provided with 12mm thick cement plaster in CM 1:3 on both sides. The poles shall be embedded in the ground for a depth of 0.50m with CC M10 proportion. The board shall be fixed as per drawing and at the placed indicated by engineer incharge of work. The cost includes excavation, cost of all materials, cost of steel, centring, transportation charges, fixing charges etc, The work shall be carried out as per the detailed specification, drawing and direction of the engineer incharge of work (PWD SR Sl. No.37.60 page 218 ---- With all lead and lift, loading and unloading charges etc., all are as per the direction of Engineer incharge of the work.
1
-
6050
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