Improvement of MDR from Nagamangala Paduvalapattana Gangasamudra road from Ch 0.70 to 4.70 in Nagamangala Taluk, Mandya district

Ministry of Road Transport and Highways · Nagamangala Taluk, Mandya district, Karnataka · Civil Works & Infrastructure · open

Key facts

Tender value: ₹4.9Cr
EMD: ₹7.3L
Published: 23 Oct 2026
Closing date: 23 Nov 2026
Status: open
Status as of: 31 Oct 2026 03:11 UTC
Ministry: Ministry of Road Transport and Highways
Department: Karnataka Public Works Department
Office: Office of the Executive Engineer, National Highway Division, Tumkur

Description

Road improvement works on the MDR from Nagamangala through Paduvalapattana to Gangasamudra, from chainage 0.70 to 4.70 in Nagamangala Taluk, Mandya district. The work includes earthworks, pavement layers, bituminous surfacing, road markings and signage. Estimated value is Rs. 4,85,77,029 excluding GST, with a completion period of 6 months.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
Certifications: UDIN on turnover certificate and Chartered Accountant confirmation letter
Documents required: KPWD civil contractor registration, 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, Documents demonstrating availability of required machinery, including purchase invoices, sale deeds, registration and fitness certificates, or hire/lease agreements as applicable, Unconditional letter of credit or bank certificate for liquid assets/credit facilities of not less than Rs. 242.88 lakhs, Earnest Money Deposit in the form of Bank Guarantee, e-BG or FDR, Tender document fee payment proof and GST Demand Draft, Technical bid and qualification information

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Commercial terms

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

Line items (25)

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 cost of all materials, labour, usage charges of all machinery, loading, unloading, transportation lead, lifts, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work(for new roads) In area of light jungle - By Mechanical Means using Dozer — Qty: 0.6456 Ha
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 embankmentincluding cost of all materials, labour, usage charges of all machinery, loading, unloading, transportation lead, lifts, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work — Qty: 2160 Rmt
Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material including cost of all materials, labour, usage charges of all machinery, loading, unloading, transportation lead, lifts, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work By Mechanical Means using Hydraulic excavator — Qty: 11837.5 Sqm
Earthwork excavation for road way in soil by mechanical means using dozer including cutting and pushing the earth to site of embankment including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including cost of all materials, labour, usage charges of all machinery, loading, unloading, transportation lead, lifts, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work (cutting & filling) — Qty: 955.8 cum
Construction of embankement with approved material obtained from borrow pits 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 vibratory road roller with desired field density not less than 95% of maximum dry density cost of all materials, labour, usage charges of all machinery, loading, unloading, transportation lead, lifts, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work as per table 300-2. — Qty: 630 cum
Construction of Subgrade 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 cost of all materials, labour, usage charges of all machinery, loading, unloading, transportation lead, lifts, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work (New road formation) — Qty: 671.54 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, transportation lead, lifts, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work (Compacted thickness) Grading-V Material (Close graded) as per job mix — Qty: 3281.67 cum
Wet Mix Macadam (Plant Mix Method): Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to 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 all machinery, lighting, guarding, barricading, maintenance of diversion road, loading, unloading, transportation lead, lifts, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work (Compacted thickness). (B) Laying using Grader as per job mix — Qty: 3987 cum
Prime Coat: 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, loading, unloading, transportation lead, lifts, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work — Qty: 15410 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 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, labour, usage charges of all machinery, loading, unloading, transportation lead, lifts, 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 thic — Qty: 770.5 Cum
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 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, transportation lead, lifts, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work — Qty: 15410 Sqm
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 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, labour, usage charges of all machinery, loading, unloading, stacking, transportation lead, lifts, 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 compacte — Qty: 462.3 Cum
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, traffuc control including cost of all materials, labour, usage charges of all machinery, loading, unloading, transportation lead, lifts, with all incidental charges, etc., complete as per specification and as directed by the the Engineer-In-Charge for successful completion of work. 2.5mm Thick — Qty: 857 Sqm
90cm equilateral triangle — Qty: 22 each
60x45 cm Rectangular — Qty: 16 each
90 cm high octagon — Qty: 6 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 including cost of lettering cost of all materials, labour, usage charges of all machinery, loading, unloading, transportation lead, l — Qty: 2 each
Direction and Place Identification Signs with size 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 lause 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, including finishing neatly including supplying to site of work ,curing concrete work , including cost of all materials, labour, usage charges of all machinery, loading, unloading, transportation lead, lifts, with all incidental charges, etc., complete as per specification and as directed by the — Qty: 9.72 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 including cost of all mater — Qty: 674.44444444 each
By Mechanical Means -Cement concrete grade M-15 & M-20 — Qty: 20 cum

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