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.
Karnataka Rural Road Development Agency - KRRDA Tender
Civil And Construction
Bridge Construction
Opening Date18 Oct 2022
Closing Date28 Oct 2022
Tender Amount₹ 5,52,63,835
Costs
EMD
₹ 8,30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
KRRDA/2022-23/BG/WORK_INDENT5531Bid Award Id
ViewTender No
KRRDA/2022-23/BG/WORK_INDENT5531Tender Authority
Karnataka Rural Road Development Agency ViewPurchaser Address
-Website
http://http://www.krrda.in/
GEM & Bid Advisory Services
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BOQ Items
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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 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. with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
43.88
-
99648.41
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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.with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
42.19
-
110967.72
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Providing and applying primer coat (Low porosity) with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 ,with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
562.5
-
47818.12
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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 surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
562.5
-
7970.62
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm 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 and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - II By Mechanical Means( Bitumen (S-65)) with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
562.5
-
77985
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Seal Coat - Providing and laying seal coat (Type A) sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case - I : Type B, Bitumen (S-65) with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
562.5
-
30172.5
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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 not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
1.8
-
6568.04
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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 801 600 mm equilateral triangle with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
4
-
9070.28
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Road Markers/Road Stud with Lens ReflectorProviding 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 (Part 4) 1973. with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
120
-
35503.2
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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 7.50 mtrs. and using SDBC mix material with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
2
-
72729.3
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Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface/Concrete 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 standards specified. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
55
-
24890.25
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Diversion of water course by providing Coffer dams or bunds or islands as may be necessary for piers and abutments foundations, bailing out or pumping water during excavation and until completion etc., including cost of materials, labour, HOM complete as per specifications. Beyond 1.50 mtrs depth upto & including 3m depth. with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
3600
-
1481760
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Sand Bags (Cost of sand in empty cement bag) with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
3000
-
151200
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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 , dressing of sides and bottom and backfilling in trenches with excavated suitable material. In Ordinary soil with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work Upto 3 m Depth with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
3757.69
-
1588074.95
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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 , dressing of sides and bottom and backfilling in trenches with excavated suitable material. In Ordinary soil with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work Ordinary rock (not requiring blasting) Upto 3 m Depth with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
2247.93
-
1187536.46
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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 , dressing of sides and bottom and backfilling in trenches with excavated suitable material. In Ordinary soil with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work Hard rock (requiring blasting) with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
1498.62
-
1188225.83
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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 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
537.45
-
3113087.76
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Providing and laying Plain / Reinforced Cement Concrete in Open Foundation with OPC design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplasticizer @3lts confirming to IS9103-1999 Reaffirmed-2008 complete as per Drawing and Technical Specifications including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications.MORTH Specification No. 1500,1700 & 2100 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
1653.51
-
9186157.48
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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, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
124.01
-
9854767.16
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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 P.C.C grade M 15 Nominal mix (1:2.5:5) with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
278.81
-
1708285.6
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Providing and laying Design mix M30 with OPC @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008N including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. i) Upto 5m height with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
897.75
-
5312704.95
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 30 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
322.94
-
3195223.26
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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 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
89.16
-
7105164.86
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
56.52
-
4588160.21
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Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
15.75
-
187111.73
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
48.07
-
645416.66
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
180
-
536373
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
588000
-
382200
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 -Granular material. with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
838.24
-
906808.03
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
170.1
-
359756.4
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
326
-
38712.5
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications Filler Joint with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
50.7
-
6257.39
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Metal Beam Crash Barrier:-Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 800.10 complete as per specifications. Excluding cost of earth work excavation and PCC for fixing. A. Type - A, W MORTH Specification No. 810 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. complete. as per the directions of the Engineer incharge of the work
180
-
369306
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Routine maintenance cost of Flexible pavement after completion of construction works for 1st Year
0.1
-
6101.1
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Routine maintenance cost of and Flexible pavement after completion of construction works for 2nd Year
0.1
-
8568.7
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Routine maintenance cost of Flexible pavement after completion of construction works for 3rd Year
0.1
-
10592.5
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Routine maintenance cost of Flexible pavement after completion of construction works for 4th Year
0.1
-
12738.4
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Routine maintenance cost of Flexible pavement after completion of construction works for 5th Year
0.1
-
15005.9
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Routine maintenance cost of Long span bridge after completion of construction works for 1st Year
1
-
86885
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Routine maintenance cost of Long span bridge after completion of construction works for 2nd Year
1
-
127561
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Routine maintenance cost of Long span bridge after completion of construction works for 3rd Year
1
-
171001
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Routine maintenance cost of Long span bridge after completion of construction works for 4th Year
1
-
217256
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Routine maintenance cost of Long span bridge after completion of construction works for 5th Year
1
-
266280
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