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.
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EMD
₹ 1,12,565Document Cost
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Description
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Contact
Tender Id
RDPR/2021-22/RD/WORK_INDENT89175Tender No
RDPR/2021-22/RD/WORK_INDENT89175Tender 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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KSRRB 300-Compaction KSRRB 300-58. Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH / Chapter 3 ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
2062.5
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12993.75
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Construction of Subgrade and Earthen Shoulders : Construction of subgrade and earthen shoulders with approved material obained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1 ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
275.19
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85818
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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. i) Using Naturally occuring gravel ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
200
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140910
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Water Bound Macadam with Stone Screenings : 3) 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (2) (B) By Mechanical means ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
361.822
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827830.64
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Bituminous : Prime Coat : (i) Low porosity : Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including dleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Cluase 502 ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
2062.5
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141157.5
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Bituminous : Tack Coat : (iii) Providing and applying tack coat with bitumen emulsion (RS-1) using emulaion distributor at the rate of 0.25-0.30 kg/sqm on prepared granular surface treated with primer & cleaned with hydraulic broom as per Technical Specification Cluase 503 ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
5250
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72345
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Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. By Mechanical Means Type A (ii) Bitumen (S-65) ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
5250
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707595
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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 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 provision of contraction and expansion, construction joints, applying primer, sealant, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (without Dowel bars) ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
400
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2451960
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Kilometre Stone : Reinforced cement concrete M15 grade kilometre stone / local stone of standard design as per IRC : 8 fixing in position including painting and printing, etc., as per drawings and Technical Specification Clause 1703 (ii) Ordinary Kilometre stone (precast) ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
2
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4848.9
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Kilometre Stone : Reinforced cement concrete M15 grade kilometre stone / local stone of standard design as per IRC : 8 fixing in position including painting and printing, etc., as per drawings and Technical Specification Clause 1703 (ii) Ordinary Kilometre stone (precast) ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
6
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3893.4
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KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
420
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189189
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Retro-reflectorised Traffic Signs 1)Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801, (i) 900mm equilateral triangle ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
4
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13116.6
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Providing and constructing informatory name board of size 1.75m x 1.75m with Burnt brick masonry in CM 1:6 with non-modular bricks of standard size of class designation 50 (table moulded). The foundation shall be provided with cement concrete M 7.5 for a depth of 10cms and with size stone masonry with Cement Mortar 1:6 and copping concrete with cement concrete M 10 as indicated in the drawing. The name board shall be provided with 12mm thick plaster in CM 1:6 on both the sides including rounding of corners. The name board shall be provided with painting with 2 coats of enamel paint. The board shall be fixed as per the drawing and at the place indicated by the Engineering charge of the work. The cost includes excavation, cost of all materials, centering, transportation charges, fixing charges etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
2
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14490
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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 ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
62.8
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25320.96
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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 I No 3.4 ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
40.02
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12480.24
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Providing and Laying Of Boulder apron for Bed protection with stone boulder of minimum size and weight as per table 1300.1 no fragment weighing less than 25 kg laid dry complete as per Drawing and technical specification clause 1301 ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
3.3138
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3837.88
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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 ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
3.31
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17836.27
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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(III)R.C.C grade M 20 ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
18.18
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117550.06
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Supplying, fitting and placing TMT bar reinforcement in Foundation complete as per drawings and technical specifications Clauses 1000 and 1202 ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
0.909
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63592.71
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. B)1000 mm dia ---- - with all lead and lifts the work shall be carried out as per the instruction of Engineer in charge of the work.
10
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56889
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