Asaphalting of Road from Gonipura via K Gollahally uttari to Dinnepalya Kaggalipura gram Panchayat Bangalore South taluk Bangalore Urban Dist Job No CRIF KNT 2026 27 366

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

Key facts

Tender value: ₹2.4Cr
EMD: ₹3.6L
Published: 03 Nov 2026
Closing date: 19 Nov 2026
Status: open
Status as of: 08 Nov 2026 22:38 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 roadwork in Kaggalipura Gram Panchayat, Bangalore South taluk, Bangalore Urban District, Karnataka. The work includes earthworks, embankment, granular sub-base, wet mix macadam, bituminous pavement, road markings, signs and related items. Estimated value is Rs. 2,42,92,000 excluding GST, with a completion period of 6 months and a 2-year defect liability period.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
Certifications: KPWD Civil registered Contractor
Documents required: 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, Details of existing commitments and ongoing works countersigned by the Employer in charge, not below the rank of Executive Engineer or equivalent, Earnest Money Deposit Bank Guarantee or FDR, Tender document fee payment proof and GST Demand Draft

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Commercial terms

Bid type: Item Rate
Evaluation: Two-cover technical qualification followed by financial bid evaluation
Make in India (MII): No
MSE preference: No

Line items (24)

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 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 all labour, usage charges of with all lead, lift, loading, unloading, transportation, machinery etc., complete. (ii) (A) By Mechanical Means in Light Jungle using Dozer and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. — Qty: 0.76 Ha
Surface Drain in Soil (New): 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 with all lead, lifts, loading, unloading, transporatation, all labour, usage charges of all machinery etc., complete Mechanical means and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. — Qty: 1200 Rmt
Excavaton in soil using Hydraulic Excavator and Tippers with Disposal: Excavation for roadwrk in soil by hydraulicexcavator including cutting and loading in tippers, trimming bottom ans side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location, with all lifts and lead, including all labour, load, unload, usage charges of all machinery etc, completeand as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. . — Qty: 6409.13 Cum
Construction of Embankment with Material Deposited from Roadway Cutting: 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, transportation, all labour, usage charges of all machinery etc., complete, and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. — Qty: 2755.65 Cum
Construction of Embankment with Material obtained from Borrow pits: 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, transportation all labour, usage charges of all machinery etc., complete as per table 300-2, and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. — Qty: 804.98 Cum
Granular Sub-Base with Close/Coarse Graded Material (Table:- 400-1) Plant mix method: 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, transportation etc., complete (Compacted thickness) Grading-II Material (Close graded) and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. As per job mix. — Qty: 2215.5 Cum
Wet Mix Macadam (Plant Mix Method): Providing laying, spreading and compacting of graded stone aggregates as per Table 400-12 & 400-13, to wet mix maacadam specification including premixng the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to work 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 machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift etc., complete (Compacted Thickness) Laying using Grader and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. As per Mix design. — Qty: 2136.375 Cum
Prime Coat over WMM/WBM - 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, with all lead, lift, loading & unloading etc., complete, as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. — Qty: 7912.5 Sqm
Tack coat on Granular surfces: 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, with all lead, lift, loading & unloading etc., complete, and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. — Qty: 7912.5 Sqm
Tack coat on Bituminous surfces: 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, with all lead, lift, loading & unloading etc., complete, and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. — Qty: 337.5 Sqm
Dense Graded Bituminous Macadam Grading -II: 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 etc., complete, and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. (50-75mm compacted — Qty: 412.5 Cum
Bituminous Concrete Grading-II: 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 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 agreegate, 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 etc., (30-40 mm compacted thickness) and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. charges. — Qty: 247.5 Cum
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising 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, 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 etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. — Qty: 422 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: 473 Each
Retro-reflectorised traffic signs: Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-C Type XI 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 1.90 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, including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete 60 cm equilateral triangle, and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges — Qty: 4 Each
_do_ 60 cm Circular — Qty: 3 Each
_do_80 cmX 60 cm rectangular — Qty: 3 Each
Kilometre Stone: Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing letters etc., including cost of all materials all labour, lead, lifts, loading, usage charges of machinery, unloading transporting etc., complete. and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. Ordinary kilometer stone (precast). — Qty: 4 Each
_do_200 meter stone (precast). — Qty: 10 Each

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