Resurfacing of SH 81 road from Ch 55 00 to 56 40 Yallandur Gundlupet section in Gundlupet Taluk 2 lane road Job No CRIF KNT 2026 27 002

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

Key facts

Tender value: ₹2.0Cr
EMD: ₹3.1L
Published: 13 Oct 2026
Closing date: 18 Nov 2026
Status: open
Status as of: 24 Oct 2026 05:36 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 the two-lane SH-81 road from Ch 55.00 to 56.40 on the Yallandur-Gundlupet section in Gundlupet Taluk, Karnataka. The work includes road earthwork, granular sub-base, wet mix macadam, bituminous layers, road markings and signage. Estimated value is Rs. 20,135,000 excluding GST; completion period is 6 months.

Eligibility & requirements

Past performance: 50%
Startup relaxation: No
MSE relaxation: No
Certifications: UDIN-generated turnover certificate
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 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 (23)

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 with all lead and lift cost of all materials, labour, usage charges of machinery, loading & unloading with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work By Mechanical Means, In area of Light jungle. — Qty: 0.12 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 embankment including with all lead and lift cost of all materials, labour, usage charges of machinery, loading & unloading with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work .Mechanical Means — Qty: 700 Rmtr
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250mm 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 grader, consolidation by vibratory road roller and carriage by tipper including with all lead and lift cost of all materials, labour, usage charges of machinery, loading & unloading with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work — Qty: 262.5 Cum
Excavation for roadwork in soil by hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location, including with all lead and lift cost of all materials, labour, usage charges of machinery, loading & unloading with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work — Qty: 238.95 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 including with all lead and lift cost of all materials, labour, usage charges of machinery, loading & unloading with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work ..(Compacted thickness)Grading-V Material (Close graded) As per job mix. — Qty: 76.95 Cum
Construction of Wet Mix Macadum(Plant mix method) :providing laying, spreading and compacting of graded stone aggregates as per Table 400-12 & 400-13, to wet mix maacadam specification including pre Mixng the material with water at OMC in mechanical mix plant , carriage of mixed material by tipper to work site , layin 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 machinery, lighting, guarding, barricading, maintenance of diversion road including with all lead and lift cost of all materials, labour, usage charges of machinery, loading & unloading with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work Laying Using Motor Grader . (Compacted Thickness). As per Job Mix — Qty: 119.25 Cum
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 machinery, loading, unloading stacking, Cost of material & labour charges usage charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work . — Qty: 467.5 Sqm
Tack Coat on Granular surfaces 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 granular surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of machinery, loading, lead,lift,unloading stacking, Cost of material & labour charges with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work . — Qty: 467.5 Sqm
Tack coat on Bituminous surface 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 with all lead,lift cost of all materials, labour,usuage charges of machinery, loading, unloading stacking, transportation with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work . — Qty: 15250 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 with all lead,lift cost of all materials, labour, usuage charges of machinery, loading, unloading stacking, Cost of material & labour charges with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work 50-75mm — Qty: 807.925 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 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 with all lead,lift cost of all materials, labour, usuage charges of machinery, loading, unloading stacking, transportation charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work — Qty: 471.525 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, traffuc control, including with all lead,lift cost of all materials, labour, usuage charges of machinery, loading, unloading stacking, transportation charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work — Qty: 573.2 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 with all lead,lift cost of all materials, labour, usuage charges of machinery, loading, unloading stacking, transportation charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work . (i)Ordinary kilometre stone (precast) — Qty: 1 Each
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing letters etc., including with all lead,lift cost of all materials, labour, usuage charges loading, unloading stacking, transportation charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work . (i) 200 Meter stone Hectometer stone (precast) — Qty: 6 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 with all labour, lead, lifts, loading, unloading transporting etc complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work (ii)90 cm equiletral triangle — Qty: 6 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 all labour, with all lead, lifts, loading, unloading transporting etc complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work (ii)90 cm circular — Qty: 6 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 all labour, with lead, lifts, loading, unloading transporting etc complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work(iii)60 cm x 45 cm rectangular — Qty: 4 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 all labour, with lead, lifts, loading, unloading transporting etc complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work(iv)120 cm high octagon — Qty: 8 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, finishing neatly inclding supplying to site of work including curing concerete, cost of all materials all labour, with lead, lifts, loading, unloading transporting with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work . — Qty: 2.16 Sqm

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