Improvements to Surathkal Kabaka road of SH-101 from Km.12.16 to Km.19.06 (Bajpe to Kaikamba) and from Km.20.96 to Km.24.56 (Polali Dwara to Aduru Bridge) of Mangalore Taluk (Job No. CRIF-KNT-2026-27-068)

Government of Karnataka, Karnataka Public Works Department · Mangaluru, Karnataka · Civil Works & Infrastructure · open

Key facts

Tender value: ₹4.9Cr
EMD: ₹7.3L
Published: 17 Oct 2026
Closing date: 16 Nov 2026
Status: open
Status as of: 27 Oct 2026 01:54 UTC
Ministry: Ministry of Road Transport and Highways
Department: P6 Delhi - MoRTH
Office: National Highway Division, Urva Store, Ashok Nagar, Mangaluru

Description

Road improvement works on SH-101 in Mangalore Taluk, covering the Surathkal–Kabaka road sections from Km.12.16 to Km.19.06 and Km.20.96 to Km.24.56. The work includes road clearing, pavement layers, drainage clearing, road markings, signs, kilometre stones, pavement markers and crash barriers. Estimated work value is Rs. 485.83 lakh excluding GST, with a completion period of 6 months.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
Certifications: UDIN generated through ICAI Portal for turnover certificate and Chartered Accountant confirmation letter
Documents required: KPWD civil registered contractor registration details, 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 and issued by an officer not below the rank of Executive Engineer, Machinery ownership documents, including purchase invoice or sale deed, registration certificate, fitness certificate and tax clearance where applicable, Machinery lease or hire commitment agreements and supporting ownership documents where applicable, Unconditional letter of credit or credit facility certificate from a nationalised bank, 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 tender procedure; technical qualification followed by evaluation of financial bids
Make in India (MII): No
MSE preference: No

Line items (17)

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 cost of all materials, labour, hire charges of of all machinery, loading & unloading, lead, lifts,transportation, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. In area of light jungle - By Mechanical Means. — Qty: 1.65 Hect
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, lead, lifts,transportation, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. — Qty: 48693.75 Sqm
Providing and laying Dense Graded Bituminous Macadam Grading-II 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 with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work.. 50-75 mm compacted thickness. As per J — Qty: 1503.25 Cum
Providing and laying Bituminous Concrete Grading-II 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 with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work.. 30-40 mm compacted thickness. A — Qty: 1460.8125 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 cost of all materials, labour, usage charges of machinery, barricading, loading & unloading, lead, lifts,transportation, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. — Qty: 1627.5 Cum
Removal of earth from the choked hill side drain and disposing it on the valley side manually, including cost of all materials, labour, loading & unloading, lead, lifts,transportation, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. — Qty: 6900 Rmtr
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 foreign matter, demarcation at site, traffic control, including cost of all materials, labour, usage charges of machinery, loading & unloading, lead, lifts,transportation, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. — Qty: 2595 Sqm
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, labour, usage charges of machinery, loading & unloading, lead, lifts,transportation, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work.-90cm Equilateral trian — Qty: 30 Each
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, labour, usage charges of machinery, loading & unloading, lead, lifts,transportation, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work.- 60cm Circular — Qty: 14 Each
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of High Intensity grade sheeting clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB ,3.2 mm thicknness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing finishing neatly including supplying to site of work , curing concrete work , cost of all materials, labour, usage charges of machinery, loading & unloading, lead, lifts,transportation, with all incidental charges, etc., complete as per specification and as directed by the Engineer in charge of work. — Qty: 7.56 Sqm
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 as per specification and as directed by the the Engineer-In-Charge for successful completion of work. 5th kilometer stone (precast) — Qty: 1 Nos
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 as per specification and as directed by the the Engineer-In-Charge for successful completion of work. Ordinary kilometer stone (precast) — Qty: 6 Nos
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 as per specification and as directed by the the Engineer-In-Charge for successful completion of work.-200 metre stone (precast) — Qty: 28 Nos
Providing and erecting Project Display Board of size 1.80 vertical x1.60M Horizontal made of Cold Rolled Coil Sheet 16 Guage (1.6mm thickness) sheeting strenghtened 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 (Including cost of lettering) including cost of all materials, labour, usage charges of machinery, loading & unloading, lead, lifts,t — Qty: 2 Nos
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. The cost is inclusive of a — Qty: 3450 Nos
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 confirm 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, iincluding cost of all materials, labour, lead, lifts, loading & unloading, transportation, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. Type - A, "W" : Metal Beam Crash Barrier — Qty: 80 Rmtr

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