Job No CRIF KNT 2026 27 194 Improvement to Improvements to road SH 78 Shettihalli Ichalkaranji from 50.78 to 53.25 km of in Raybag constituency of Chikkodi taluk of Belagavi District

National Highway North Zone · Belagavi, Karnataka · Civil Works & Infrastructure · open

Key facts

Tender value: ₹1.6Cr
EMD: ₹2.5L
Published: 12 Oct 2026
Closing date: 11 Nov 2026
Status: open
Status as of: 23 Oct 2026 04:28 UTC
Ministry: Ministry of Road Transport and Highways
Department: Karnataka Public Works Department
Office: Office of the Executive Engineer, National Highway Division, Belagavi

Description

Improvement of SH-78 from km 50.78 to km 53.25 in Raybag constituency, Chikkodi taluk, Belagavi District, Karnataka. The work includes road clearing, bituminous pavement, sub-grade and shoulder construction, surface drains and associated road works. Estimated value is Rs. 1,63,26,277.94; completion period is 6 months including monsoon.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
Documents required: Earnest Money Deposit in the form of FDR or Bank Guarantee, Financial turnover statements for the previous five years, Work completion certificate in the prescribed format from a competent authority not below the rank of Executive Engineer, Similar work experience certificates, Evidence of execution of required physical quantities of work, Bankers Certificate in the prescribed proforma, Statements of existing commitments and ongoing works countersigned by the Employer, Completed prescribed formats in Sections 3 and 4 with necessary certificates, Karnataka PWD/MoRTH contractor registration certificate

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Commercial terms

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

Line items (12)

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 up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.including all labour, usage charges of all machinery etc., complete. (for new roads),In area of light jungle - By Mechanical Means using Dozer" as per Direction of Engineer in charge. — Qty: 0.15 Hectare
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, loading & unloading etc., complete, with lead for bitumen. as per Direction of Engineer in charge. — Qty: 12880 Sqm
Providing and laying dence graded bituminous macadm 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 500.3.1 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 whelled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respect including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading, unloading stacking transporting etc., complete, excluding lead for bitumen, with a lead of mixed material, excluding cost of primer/ tack coat 50 mm compacted thickness. Ref. to MoRT&H Specification 505 as per Direction of Enginee — Qty: 676.2 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 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 5.4 per cent of mix and filler at 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 etc., complete, excluding lead for bitumen, with a lead of mixed material , excluding cost of primer/ tack coat- 30 mm compacted thickness. Grading -II as per Direction of Engineer in charge. — Qty: 386.4 Cum
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation) as per Direction of Engineer in charge. — Qty: 368 Cum
Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimension to the requirement of clause 301 and 309. Excavated materail to be used in embackment within a laod of 1000 meters including all labours, load, unload, usage charges of all machinery etc., complete. Ref. to MoRT&H Specification 309 as per Direction of Engineer in charge. — Qty: 1656 Metre
Road marking with Hot applied Thermoplastic compound with Reflectorising glass beads on bituminous surface providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectiorising glass beads at 250gms 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- 3, cleaning the surface of dirt, dust and other foriegnmatter, demarcation at site, traffuc control, cost of all materials all labour lead, lifts, loading, unloading transporting etc., complete.Ref. to MoRT&H Specification 507(2.5mm thick) as per Direction of Engineer in charge. — Qty: 472.12 Sqm
Supplying & 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 t — Qty: 340 Each
Providing and fixing of retro-reflectarised cautionary ,mandatoryand informatory sign as per IRC:67 made of class B Type IV retro reflective sheeting fixed over 2mm 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 25x25x3mm angle mounted on a mild steel circular pipe 65NB 3.60mtrs high (min effective height 1.30 mtrs) ,3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45cm x 45cm x 60cm, 60cm 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 etc., complete.90cm equilateral Triangle as per Direction of Engineer in charge. — Qty: 6 Each
Providing and fixing of retro-reflectarised cautionary ,mandatoryand informatory sign as per IRC:67 made of class B Type IV retro reflective sheeting fixed over 2mm 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 25x25x3mm angle mounted on a mild steel circular pipe 65NB 3.60mtrs high (min effective height 1.30 mtrs) ,3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45cm x 45cm x 60cm, 60cm 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 etc., complete.90cm Circular as per Direction of Engineer in charge. — Qty: 2 Each
Providing and erecting Project Disply board of size 1.80 vertical x 1.6 M Horizontal made of Cold Rolled Coil Sheet 16 Guage (1.6 mm thickness) sheering sthrenghtened by welding to MS angle of size 35x 35x5 mm iron framework on all sides, extra cross vertical angle fixed using nuts and bolts, base of the board shall be cleaned, applying red oxide and black paint by sprayer on both side of the board and all MS iron framework, background of the facing side of the board painting in traffic yelloew, project information written in englisgh /kannada/ hindi , painting letters and numbers in black fixed on a mild steel angle iron post 75mm x75mm x 6mm, 2nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x45cm x 60 cm, 60cm below ground level and the board 2.8 m from ground level as per apprved drawing ( excluding cost of lattering ) including cost of all materials all labours, lead, lifts, loading, unloading transporting etc., complete — Qty: 2 Each
Network Survey Vehicle (NSV) attached with SUV Data collection of Longitudinal profiling (International roughness Index) . Transverse profiling (Rut depth) Pavement texture in terms of Mean profile depth , Road Geometry data, (Cross slope, gradient, curvature), GPS Coordinates (X, Y, Z) viz longitudinal, latitude & altitude, Video Imaging for Road side furnitures / Road assets and Video imaging for pavement surface Distress and reports. as per Direction of Engineer in charge. — Qty: 3.68 Km

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