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.
Costs
EMD
₹ 2,70,000Document Cost
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Refer Documents
Description
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Contact
Tender Id
RDPR/2021-22/RD/WORK_INDENT87234Bid Award Id
ViewTender No
RDPR/2021-22/RD/WORK_INDENT87234Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Loosening,levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150mm, mixed with water at OM and then comp-acted by rolling so as to achive minimum dry dencity as given in tables 300.1and 300.2 for enmbankment construction as per technical specification clause 301.4.1
7575
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98475
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Construction of subgrade and earthen shoulders with material obtained from barrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to requred slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead up to 1000 m as per technical specification clause 301.5 (PRE SR 2018-19 It.No. 3.14 )
802.95
-
268988.25
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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 2 as per Technical Specification Clause 405. (A) by Manual means
575.7
-
1381680
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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. (A) by Manual means
575.7
-
1405859.4
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Providing and applying prime coat with bitumen emulsion (SS-1) ON prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00 kg/sqm using mechnical means as per technical spedifications clause 502.
7575
-
393900
... More
Providing and appling tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical specifications. Clause 503.
7575
-
68175
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Mix Seal Surfacing: Providing and rolling of close graded premix surfacing materials of 20mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.90 mm (type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previvously prepared base including mixing in suitable plant, laying and rolling with a three wheel 8-10Kn static roller and finishing to required level and grades as per specification clause 509, type A (S-65) MANUAL MEANS
7575
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1181700
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KSRRB M800-14.2. Reinforced cement concrete M-15 Grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per specifications.including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804
2
-
4500
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Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
110
-
61820
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Providingandfixingofretroreflectorisedcautionary,mandatoryandinformatorysignasperIRC:67madeofencapsulatedlenstypereflectivesheetingvideClause1701.2.3fixedoveraluminiumsheeting,1.5mmthicksupportedonamildsteelangleironpost75mmx75mmx6mmfirmlyfixedtothegroundbymeansofproperlydesignedfoundationwithM15gradecementconcrete450mmx450mmx600mm,600mmbelowgroundlevelasperdrawingsandTechnicalSpecificationClause801 900 mm equilateral triangle
1
-
3069.61
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Providingandfixingofretroreflectorisedcautionary,mandatoryandinformatorysignasperIRC:67madeofencapsulatedlenstypereflectivesheetingvideClause1701.2.3fixedoveraluminiumsheeting,1.5mmthicksupportedonamildsteelangleironpost75mmx75mmx6mmfirmlyfixedtothegroundbymeansofproperlydesignedfoundationwithM15gradecementconcrete450mmx450mmx600mm,600mmbelowgroundlevelasperdrawingsandTechnicalSpecificationClause801 600 mm equilateral triangle
1
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2353.25
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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
404
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173316
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Road Marker/Road stud with lns Reflector Providing and fixing of road stud 100 x100 mm die cast in aluminium resistant to corrosive effect of slat and girt fitted with lense reflectors, installed in concrete or asphaltic surface by drawing hole 30mm upto a depth of 600mm and bedded in suitable bituminous grout of epoxy mortar, all as per BS 873 (part4) 1973
250
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79000
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costruction of un-reinforced, plain cement concrete pavemen, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2. M30 (Grade), coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and and appropriate weight batcher using approved mix design , laid 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, complacted using needle, screed and plate vibrators joint, bitumen, primer, debonding , strips, joint filler board, bitumen sealant, curing of concrete slabs for 14 days, and water fininshing to lines and grade as per drawing and technical specification clause 1501.
525
-
2628675
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
2
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12516
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FIELD PIPES - 09 NOS :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. 1000 mm dia
22.5
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126832.5
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Construction of Embankment with material obtained from barrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to requred slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead up to 1000 m as per technical specification clause 301.5
54
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18414
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