Karnataka Rural Road Development Agency 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
₹ 9,17,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
KRRDA/2021-22/RD/WORK_INDENT5410/CALL-2Bid Award Id
ViewTender No
KRRDA/2021-22/RD/WORK_INDENT5410/CALL-2Tender Authority
Karnataka Rural Road Development Agency ViewPurchaser Address
-Website
http://http://www.krrda.in/
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Documents
BOQ Items
Excavation in Soil with Dozer Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embarkment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. wth all lead and lift and as per the instructions given by the engineer incharge and as per the technical specification clause
2089.12
-
85549.46
Compacting original ground supporting subgrade ;- Loosening of ground upto a level of 150 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction wth all lead and lift and as per the instructions given by the engineer incharge and as per the technical specification clause 303.5.2
12377.25
-
506848.39
Construction of Embankment with Material Obtained from Roadway Cutting ;- Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 wth all lead and lift and as per the instructions given by the engineer incharge and as per the technical specification clause
1462.38
-
56813.46
Construction of Embankment with approved material obtained from material borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1, 300.2 wth all lead and lift and as per the instructions given by the engineer incharge and as per the technical specification clause 301.5
13591
-
5037504.15
Construction of Subgrade from materials obtained from quarry Construction of subgrade and earthen shoulders with approved material obtained 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 wth all lead and lift and as per the instructions given by the engineer incharge and as per the technical specification clause303.1
10917.47
-
3989243.54
Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material,as per clause no.400.1 spreading in uniform layers with motor grader on existing scrified granuler surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density grading-III, complete wth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause 401.
1432.24
-
1609121.64
WBM Grading 2 Providing, laying, spreading and compacting stone aggregates 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,crushable screening/bindig material to fill up the interstices of coarse aggregate watering & compacting to the required density grading II as per technical specification clause 405 (B) By Mechanical Means Complete with all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause 405
1474.71
-
2784105.01
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates 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/bindig material to fill up the interstices of coarse aggregate watering & compacting to the required density grading Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause as per 405 I.No By Mechanical Means
2820.37
-
6079730.59
Prime Coat :- Low Porosity ;-Providing and applying coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause as per 502
36825
-
2742726
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 granular sufaces treated with primer and cleaned with Hydraulic broom Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause as per as per Technical Specification Clause 503
36825
-
568946.25
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder ;- Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant laying & rolling with a three wheeler 80 - 100 KN static roller capacity finished to required level and grades to be followed by deal coat of either Type A or Type B or Type C Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause 508 by mechanical means
36825
-
4658730.75
Seal Coat ;- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause 510 I.No 5.12 case 2 (ii) S-65 type B by mechanical means.
36825
-
1830939
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, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 Complete wiIth all lead and lift and as per the instructions given by the engineer incharge
924
-
5394312
Dismantling of existing structures like culverts, bridges, retaing walls and other structure comprising of stone masonery. Including diposal of unservicebale material and stacking the servieable material Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause as per 202 cement mortor
2.88
-
1058.4
Removal all types of Hume Pipe and stacking including earthwork and Dismantlling of Masonry works Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause 202 above 900mm hume pipe
7.5
-
4512.38
Earth work in excavation for structure including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal dressing of sides and bottom and backfilling in trenches with excavated suitable material Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause as per .305.1
1334.94
-
538247.81
Fillling in foundation trenches as per drawing and Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause 305.
16.11
-
4178.13
Back filling behind abtment, wing wall and return wall Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause 1204.3.8
286.66
-
263970.86
Laying Reinforced Cement Concrete Pipe NP3 for Culverts on first class bedding of granular material in single row including fixing collar with cement mortor 1:2 but excluding excavation works, backfilling, concrete and masonry works in head walls and Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification para 300mm dia
130
-
209254.5
Laying Reinforced Cement Concrete Pipe NP3 for Culverts on first class bedding of granular material in single row including fixing collar with cement mortor 1:2 but excluding excavation works, backfilling, concrete and masonry works in head walls and parapets Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause 1106 600mm dia
150
-
502425
Providing & laying of reinforcement pipes NP-3 for culverts including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour , curing , Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause No.1000,2300. MOST Specification 1000 mm dia
20
-
118377
providing concrete M 15 for plain/reinforced concrete in open foundations complete as per drawings and Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause 802,803,1202 & 1203
325.92
-
1765322.87
Providing and laying pitching on slopes laid over prepared filter media Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause 1302 1 Stone Boulder
53.22
-
61692.62
Renforced 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 Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause as per 1704
402
-
237220.2
Providing concrete for plain / renforced concrete in open foundations Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause 802, 803, 1202 & 1203 PCC Grade M-10
114.43
-
583095.23
Plain/ reinforced cement concrete in superstructure Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause as per 802,804,805, 806, 807, 1202 and 1204 Grade-M-20
331.66
-
1959354.42
Supplying, fitting and placing TMTbar reinforcement (Fe 500) in superstructure Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause 1002, 1005, 1010 and 1202
16.42
-
1268737.6
Supplying, fitting, and placing TMT bar reinforcement in substructure Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause as per 1002, 1010 and 1202
3.12
-
236646.45
Kilometer Stone -Reinforced cement concrete M15 grade Kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause 1703 Ordinary Kilometer Stone (precast)
11
-
25987.5
Kilometer Stone -Reinforced cement concrete M15 grade Kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc Complete wiIth all lead and lift and as per the instructions given by the engineer incharge and as per the Technical Specification Clause 1703 200 m stone (precast)
36
-
23360.4
Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specification and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with M.S angle iron frame of 25mm x 25mm x 5mm . The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in CC M-15 grade blocks of 450mm x 450mm x 75mm below ground level.The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, borders,etc. will be painted with ready mixed synthetic enamel paint of superior quality in rquired shade and colour. All sectons of frame posts and steel tube eill be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700 Complete wiIth all lead and lift and as per the instructions given by the engineer incharge of the work
6
-
70982.1
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, 1.5mm thick supported on RCC Post 100mm x 100mm firmly fixed to the ground by means of properly designed foundation with M15 grade CC 450 X 450 X 600 mm below ground level as per approved drawing and technical specification clause 1701 450 x 450 x 600 mm circular Complete wiIth all lead and lift and as per the instructions given by the engineer incharge of the work
27
-
121224.6
Semi Reflective Traffic Signals Place indentification Direction and place identification signs more yhan 0.90 sqm sign board Provding and erecting direction and place identification ofsemi reflectivesign boards as per IRC- 67 made of 2mm thick M.S. sheet duly stove enameld paint white colour in frant and drey clolour on back with reflective boared of 70mm width and required massege , letters,figars with reflective tape of enginnering grade as per MORD secification of required shed and colour, and sported and weded on two 2 nos 47 x47 mm of 12 SWG squre tube of 3050mm hight duly strenghened by 25 mm x 5 mm MS flat iron on edges on back firmuly fixed to the ground by mean of properly designed foundation with M 15 cement concrete 450mm x450mm x600mm , 600mm below ground level as per approved drawing and secification cluase 1701. Complete wiIth all lead and lift and as per the instructions given by the engineer incharge of the work
9.72
-
28678.86
Providing and fixing citizen information board. Providing and fixing citizen information sign board with logo as per MORD specification and drawing. Two MS plate 1.6mm thick top and bottom plate duly welded with MS flate iron 25 x25 mm size on back edges, the flate iron frame of top and bottom plate will be welded to 4 no 75x75mm of 12 SWG sheet tubes , of witch tubes post duly embeded in cement concrete M-15 grade block of 600x600mm below grund level. all MS will be stove enameled on both side lettering and printing arrows , border etc, will be painted redy mixed synthetic enamel paint of superior quality in required shade and colour,=. all section of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing cluase 1701 and Complete wiIth all lead and lift and as per the instructions given by the engineer incharge of the work
6
-
80822.7
Road Humps / speed breakers for control of vehicular speeds on roads Providing road humps for the entire formation width, using bituminous premix materials and heavy duty cobble stones 60 mm thick, having road hump dimension of 1.00 mtr. (width) X 0.15 mtr (height) rectangular sections and ramp on either side of road hump of 0.85 mtr (wide), including providing WBM (2 layers) for shoulder portion 1.7mts in length on either side, completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC SP 67 -2010 (for details refer IRC 99-1988) For single lane for formation width of 7.50mtrs. using SDBC mix material. Complete wiIth all lead and lift and as per the instructions given by the engineer incharge of the work
13
-
439216.05
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 including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work.
1970
-
887386.5
Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 Complete wiIth all lead and lift and as per the instructions given by the engineer incharge of the work
2050
-
579022.5
Manufacturing, Supply and installation of Retro-reflective Hazard Marker signboards made out of cube corner micro prismatic grade sheeting confirming to Type XI satandards of IRC:67:2012 & ASTM D 4956-09 specification & fixed over 4 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back suport frame of 25x25x3mm MS angle frame. Su0pp0orted on round pipe post of 1.5 Meters height and gouted 60 cm below ground level. The sign post should be painted with one coat of redoxide paint and two coats of synthetic enamel paint of black and firmly fixed to the ground by means of foundtion with M 20 grade cement, concrete foundtion size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by engineer incharge.
3.78
-
18527.29
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