Asphalting of road from Kolurukundalapura overhead tank road to Suttur mutt and Kethohally main road Chunchanakuppe gram Panchayath Bangalore South taluk Bangalore Urban Dist CRIF KNT 2026 27 367

National Highways · Bengaluru, Karnataka · Civil Works & Infrastructure · open

Key facts

Tender value: ₹2.0Cr
EMD: ₹3.0L
Published: 03 Nov 2026
Closing date: 19 Nov 2026
Status: open
Status as of: 08 Nov 2026 22:42 UTC
Ministry: Ministry of Road Transport and Highways
Department: Karnataka Public Works Department
Office: Office of the Executive Engineer, National Highway Division, Bengaluru

Description

Road asphalting and associated road construction works in Chunchanakuppe Gram Panchayat, Bangalore South taluk, Bangalore Urban district, Karnataka. Estimated value is Rs. 2,02,43,000 exclusive of GST; completion period is 6 months.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
Certifications: UDIN-generated turnover certificate
Documents required: Tenderer qualification information, Turnover certificate with UDIN generated through ICAI Portal, Chartered Accountant confirmation letter with UDIN generated through ICAI Portal, Work Done Certificate bearing Work Indent Number issued by an officer not below the rank of Executive Engineer, Unconditional Letter of Credit or credit facility certificate from a Nationalized Bank, Earnest Money Deposit Bank Guarantee or FDR, Tender document fee payment proof, GST payment Demand Draft

New to these terms? Read how tender eligibility criteria work.

Commercial terms

Bid type: Two Cover Tender
Evaluation: Item Rate
Make in India (MII): No
MSE preference: No

Line items (27)

2 — Qty: 4 5
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials by (tractor) and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness including lead, lift, unloading, loading, all labour,material, usage charges of all machineries etc., and with all other incidental chagres complete. By Mechanical Means.In area of Light jungle and complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 0.3948 Ha
Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment, including all lead, lifts, loading, unloading, all labour, material, usage charges of all machinery and with all other incidental chagres etc., and complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 1200 Mtr
Excavation for roadwork in soil by hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location,including all lead, lifts, loading, unloading, all labour, material, usage charges of all machinery and with all other incidental chagres etc., and complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 2295 Cum
Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for subgrade construction including all lead, lifts, loading, unloading, all labour, material, usage charges of all machinery and with all other incidental chagres etc., and complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 255 Sqm
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.laid in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross section including watering, spreading, grading by motor grader and consolidation by roller with desired field density not less than 95% of maximum dry density including all lead, lifts, loading, unloading, all labour,material,transportaion, usage charges of all machinery and with all other incidental chagres etc., complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 1110 Cum
Construction of embankment with approved material obtained from borrow pits laid in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross section including watering, consolidation by roller to the desired field density not less than 95% of maximum dry density including all lead, lifts, loading, unloading, all labour,material,transportaion, usage charges of all machinery and with all other incidental chagres etc., complete as per table 300-2.Construction of Embankment with Material obtained from Borrow pits and complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 165 Cum
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 including protection of edges of GSB layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts all labour,material,transportaion, usage charges of machinery and with all other incidental chagres etc., complete .Grading-II Material (Close graded). and complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. As per job mix — Qty: 1120 Cum
Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road,transportation, loading & unloading all lead, lifts and with all other incidental chagres etc., complete, Laying Using Grader and complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work.As per job mix — Qty: 870 Cum
Providing and applying primer coat with SS1 bitumen emulsion complying IS-8887 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.as per table-500-3, including cost of all materials, labour, usage charges of all machinery,lead ,lift, loading & unloading, transportation and with all other incidental chagres etc., complete and complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 3480 Sqm
Providing and applying tack coat with bitumen emulsion(RS1) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, lead, lift, loading & unloading, transportation and with all other incidental chagres etc., complete .Tack Coat on Granular surfaces treated with primer and complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 3300 Sqm
Providing and applying tack coat with VG-10 grade bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom, & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, lead, lift, loading & unloading, transportation and with all other incidental chagres etc., complete and complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 5142.5 Sqm
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting and with all other incidental chagresetc., complete, 50-75 mm compacted thickness.Grading -II and complete as per specification and as per the direction of the Engineer-In-Charge for successful comp — Qty: 422.125 Cum
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler @2% by weight of agregate, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting and with all other incidental chagres etc., complete, except lead for bitumen, with a lead of mixed material upto 1 km, excluding cost of primer/ tack coat - 30-40 mm compacted thickness.Grad — Qty: 253.275 Cum
Dismantling of cement concrete pavement using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials, stacking serviceable and unserviceable materials separately including cost of all materials, labour, usage charges of all machinery, lead, lift, loading & unloading, transportation and with all other incidental chagres etc., complete and complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 330 Cum
Construction of Dry lean Cement Concrete Sub- base over a prepared sub-grade with coarse and fine aggregate as per table 600-1 conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing to the required grade, level and alignment, including cost of all materials, labour, usage charges of all machinery, lead, lift, loading & unloading, transportation and with all other incidental chagres etc., complete and complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. (Compacted thickness). — Qty: 165 Cum
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved grade cement at 400 kg/Cum, coarse and fine aggregate conforming to IS 383, coarse aggregate as per table 600-3, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, to the required grade, level and alignment,textured with texturing machine, finishing and curing including cost of all materials, labour, usage charges of all machinery, lead, lift, loading & unloading, transportation and with all oth — Qty: 330 Cum
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, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, traffic control,cost of all materials all labour, lead, lifts, loading, unloading transporting and with all other incidental chagres etc., complete.Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface and complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. — Qty: 493.5 Sqm
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside,without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by — Qty: 368 Each
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.30 mtrs), 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, as per clauses including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting and with all other incidental chagres etc.,and complete as per specification and as per the direction of the Engineer-In-Charge for successful completion of work. a) 60 cm equilate — Qty: 3 Each

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