Performance Based Maintenance Contract (PBMC) from Km. 1.40 to 15.98, Km. 30.75 to 51.60 and Km. 76.200 to 85.200 of NH-169A (Thirthahalli to Malpe Section) pertaining to National Highway Division, Shivamogga in the State of Karnataka

Ministry of Road Transport & Highways · Shivamogga, Karnataka · Civil Works & Infrastructure · open

Key facts

Tender value: ₹54.6Cr
EMD: ₹54.6L
Published: 31 Oct 2026
Closing date: 30 Nov 2026
Status: open
Status as of: 07 Nov 2026 02:38 UTC
Ministry: Ministry of Road Transport and Highways
Department: National Highways
Office: Superintending Engineer, National Highways Circle, Bengaluru

Description

Performance-based maintenance and periodic maintenance works for 44.43 km of NH-169A between Thirthahalli and Malpe, covering flexible and rigid pavement sections in Karnataka. The contract duration is 60 months.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Certifications: Class-III Digital Signature Certificate
Documents required: Documents defining constitution or legal status, place of registration, and principal place of business, Power of Attorney of the bid signatory, Details of monetary value of civil engineering construction and maintenance works performed for each of the last five years, Experience certificates for works of similar nature and size for each of the last five years, Evidence of availability of construction and maintenance equipment, Details of proposed technical personnel and their qualifications, Financial standing reports and Chartered Accountant certificate of turnover for the last five years, Information regarding litigation or arbitration during the last five years

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Commercial terms

Bid type: Percentage
Evaluation: null
Make in India (MII): No
MSE preference: No

Line items (68)

2 — Qty: 4 5
Bill No 1: Routine Maintenance for 60 months From Km. 1.40 to Km. 15.98 of NH 169A- Flexible Pavement — Qty: 14.58 Km/Month for 60 months
From Km. 30.75 to Km. 51.60 of NH 169A- Flexible Pavement — Qty: 20.85 Km/Month for 60 months
From Km. 76.200 to 77.150 and Km. 78.000 to 85.200 of NH 169A- Rigid Pavement — Qty: 8.15 Km/Month for 60 months
From Km. 77.150 to Km. 78.000 of NH 169A- Flexible Pavement — Qty: 0.85 Km/Month for 60 months
BILL No - 03 :PERIODICAL MAINTENANCE WORKS Flexible Pavement Providing and applying Tack Coat on Bituminous surfaces -Providing and applying tack coat with bitumen emulsion (RS1) using emulsion 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, except lead for emulsion. i) For BC area from Km 1.40 to 15.98 and from Km.77.150 to 78.00 — Qty: 164259.25 Sqm
Providing and applying Tack Coat on Bituminous surfaces -Providing and applying tack coat with bitumen emulsion (RS1) using emulsion 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, except lead for emulsion. ii) For BC area from Km.30.75 to 51.60 — Qty: 131307.59 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-40 paving bitumen as per clause 504.3.1 complying with IS-73-2013of specified grading, premixed with bituminous binder @ 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 50-75 mm compacted thickness. Grading-II. i) from Km.77.150 to 78.00 — Qty: 772.96 Cum
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-40 paving bitumen as per clause 504.3.1 complying with IS-73-2013of specified grading, premixed with bituminous binder @ 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 50-75 mm compacted thickness. Grading-II. ii) from Km.30.75 to 51.60 — Qty: 328.27 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-40 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.30-40 mm compacted thickness i) from Km 1.40 to 15.98 and from Km.77.150 to 78.00 — Qty: 6570.37 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-40 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.30-40 mm compacted thickness ii) from Km.30.75 to 51.60 — Qty: 5252.3 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., spreading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation) i) from Km 1.40 to 15.98 and from Km.77.150 to 78.00 — Qty: 6943.5 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., spreading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation) ii) from Km.30.75 to 51.60 — Qty: 9382.5 Cum
C- Road Safety Providing and erecting Project Display Board of size 1.80 verticalx1.60M Horizontal made of Cold Rolled Coil Sheet 16 Guage (1.6mm thickness) sheeting sthrenghtened by welding to MS angle of size 35x35x5mm 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 sides of the board and all MS iron frameworks, background of the facing side of the board painted in traffic yellow, project information written in English/Kannada/Hindi, painting letters and numerals in black, fixed on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level and the board 2.8M from ground level as per approved drawing (Excluding cost of lettering)including cost of all materials all labour, lead, lifts, loading, unloading transporting — Qty: 2 Each
Providing and fixing of retro- reflectorized 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. 90 cm equilateral triangle i) from Km 1.40 to 15.98 and from Km.77.150 to 78.00 — Qty: 112 Each
Providing and fixing of retro- reflectorized 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. 90 cm equilateral triangle ii) from Km.30.75 to 51.60 — Qty: 87 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 etc., complete i) from Km 1.40 to 15.98 and from Km.77.150 to 78.00 — Qty: 96 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 etc., complete ii) from Km.30.75 to 51.60 — Qty: 84 Each
Removal of earth from the choked hill side drain and disposing it on the valley side manually, including all labour, lead, lifts, loading, unloading, transporting etc., complete. i) from Km 1.40 to 15.98 — Qty: 23328 Rmtr
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 811, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. - Type - A, "W" : Metal Beam Crash Barrier i) from Km.76.200 to 85.200 — Qty: 2520 Rmtr

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