Resurfacing of MDR connecting from Maraluru Goddanapura village to Kalahalli from Ch 0 00 Km to 2 90 Km in Mysore Taluk Mysore District CRIF KNT 2026 27 062

Chief Engineer, National Highways, Bengaluru · Mysore, Karnataka · Civil Works & Infrastructure · open

Key facts

Tender value: ₹1.2Cr
EMD: ₹2.0L
Published: 08 Oct 2026
Closing date: 11 Nov 2026
Status: open
Status as of: 20 Oct 2026 01:53 UTC
Ministry: Ministry of Road Transport and Highways
Department: Karnataka Public Works Department
Office: Office of the Executive Engineer, National Highway Division, Bengaluru

Description

Resurfacing of 2.90 km of the MDR connecting Maraluru-Goddanapura village to Kalahalli in Mysore Taluk, Mysore District, Karnataka. The work includes road clearing, drainage, sub-grade and earthen shoulders, bituminous pavement, road markings, signs and related road furniture. Estimated value is Rs. 1,21,28,926 exclusive of GST; completion period is 6 months.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
Certifications: UDIN-generated turnover certificate, UDIN-generated Chartered Accountant confirmation letter
Documents required: Tenderer registration as a KPWD Civil registered Contractor, 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 in the form of Bank Guarantee, E-BG 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 the financial bid
Make in India (MII): No
MSE preference: No

Line items (19)

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 all machinery with all lead, lift, loading, unloading, transporatation etc., complete. (for new roads) (ii) (A) By Mechanical Means in Light Jungle using Dozer, including all lead and lift and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. — Qty: 0.66 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, lift, 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: 3864 Rmt
Construction of sub-grade and Earthen shoulders: 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 with all lead, lift, loading, unloading, transporatation, all labour, usage charges of machinery etc., complete. (New road formation) and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges. — Qty: 828 Cum
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 all lead, lift cost of all materials, labour, usage charges of all machinery, 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: 19488.75 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, (50-75mm compacted thickness) and as per the direction of the Engineer-In-Charge for successful completion of work and all other incident — Qty: 66.370625 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., complete (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. — Qty: 601.04 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: 643.8 Sqm
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: 4 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 90 cm equilateral triangle, and as per the direction of the Engineer-In-Charge for successful completion of work and all other incidental charges — Qty: 2 Each
_do_ 90 cm Circular — Qty: 2 Each
_do_ 60 cmX 45 cm rectangular — Qty: 4 Each
_do_ 90 cm high octagon — Qty: 4 Each
Road Delineators: Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings, including 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: 4 Each
Chevron Boards. Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts for satisfactory completion of the work as dir — Qty: 4 Each
Direction and place identification signs with more than 0.9 Sqm Size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5mm MS Angle mounted on two nos of mild steel circular pipe 65 NB 3.20 mm thickness, 4.5 mtrs total hight, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 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 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: 2.16 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: 495 Each
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 etc., complete — Qty: 2 Each

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