Tender For Civil Works - Roads Work - Package-I (A)K R Pete -Shravanabelagola Mdr ( Km 2.00 To Km 13.40 ) (Job No.Crif-Knt-2026-27-324) (B)Hosaholalu-Ballekere-Natanahalli Mdr (Km 0.00 To Km 4.00) (Job No.Crif-Knt-2026-27-325)
Tender Value
8.09 Crore
Estimated cost
Bid Submission
12 Nov 2026
14 days left
EMD
12.15 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mandya → Karnataka
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Civil Works - Roads Work - Package-I (A)K R Pete -Shravanabelagola Mdr ( Km 2.00 To Km 13.40 ) (Job No.Crif-Knt-2026-27-324) (B)Hosaholalu-Ballekere-Natanahalli Mdr (Km 0.00 To Km 4.00) (Job No.Crif-Knt-2026-27-325)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Oct-2026 | Corrigendum of Tender document | Other | 12-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | 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 autioned including removal and disposal of top organic soil not exceeding 150 mm in thickness.including all labour, usage charges of all machinery, lead, lift, loading, unloading, transportation etc., complete and all other incidental charges (for new roads) ii) (A) In area of Light Jungle By Mechanical Means using Dozer, complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work.(Job No.CRIF-KNT-2026-27-324) |
| 2 | (Job No.CRIF-KNT-2026-27-325) |
| 3 | 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 all labour, lead, lift, load, unload usage charges of all machinery etc., complete. A Mechanical Means, complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work with all other incidental charges. (Job No.CRIF-KNT-2026-27-324) |
| 4 | (Job No.CRIF-KNT-2026-27-325) |
| 5 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material including all labour, lead, lift, load, unload usage charges of all machinery etc., complete. By Mechanical Means using Hydraulic excavator complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of workwith all other incidental charges.(Job No.CRIF-KNT-2026-27-324) |
| 6 | 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, with all lead, lifts including all labour, load, unload, usage charges of all machinery etc.,complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of workwith all other incidental charges.(Job No.CRIF-KNT-2026-27-325) |
| 7 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.laid 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, spreading, grading by motor grader and consolidation by roller with desired field density not less than 95% of maximum dry density , including all lead, lifts, loading, unloading, all labour, usage charges of all machinery etc.,complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work with all other incidental charges.(Job No.CRIF-KNT-2026-27-325) |
| 8 | 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 roller to the desired field density not less than 95% of maximum dry density including all lead, lifts, loading, unloading, all labour, usage charges of all machineries etc., complete as per table 300-2. complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work with all other incidental charges.(Job No.CRIF-KNT-2026-27-325) |
| 9 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for subgrade construction including all lead, lifts, loading, unloading, all labour, usage charges of all machinery etc. complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work with all other incidental charges.(Job No.CRIF-KNT-2026-27-324) |
| 10 | 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 all lead, lifts etc., (Compacted thickness) Grading-II Material (Close graded) complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work with all other incidental charges. As per job mix.(Job No.CRIF-KNT-2026-27-324) |
| 11 | (Job No.CRIF-KNT-2026-27-325) |
| 12 | 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 all lead, lifts etc., complete, (Compacted thickness).complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work with all other incidental charges, using Grader as per job mix.(Job No.CRIF-KNT-2026-27-324) |
| 13 | (Job No.CRIF-KNT-2026-27-325) |
| 14 | 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, lead, lift, loading & unloading etc., complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work,with all other incidental charges as per job mix.(Job No.CRIF-KNT-2026-27-324) |
| 15 | (Job No.CRIF-KNT-2026-27-325) |
| 16 | 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 all machinery, lead, lift, loading & unloading etc., complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work with all other incidental charges. As per job mix.(Job No.CRIF-KNT-2026-27-324) |
| 17 | (Job No.CRIF-KNT-2026-27-325) |
| 18 | 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 etc., complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work with all other incidental charges. As per job mix.(Job No.CRIF-KNT-2026-27-324) |
| 19 | (Job No.CRIF-KNT-2026-27-325) |
| 20 | 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. - 50-75 mm compacted thickness.complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work with all other incidental charges As per job mix.NOTE: Protection of Dense Graded Bituminous Macadam layer is as per Clause 504.5 of MoRT&H specfification for roads and Bridge work Vth revision.(Job No.CRIF-KNT-2026-27-324) |
| 21 | (Job No.CRIF-KNT-2026-27-325) |
| 22 | 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 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 etc.,complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work. - 30-40 mm compacted thickness with all other incidental charges As per job mix.(Job No.CRIF-KNT-2026-27-324) |
| 23 | (Job No.CRIF-KNT-2026-27-325) |
| 24 | 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.2.50mm thick,complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work with all other incidental charges. (Job No.CRIF-KNT-2026-27-324) |
| 25 | (Job No.CRIF-KNT-2026-27-325) |
| 26 | 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 totalinternal 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 the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer, cost of all materials all labour, lead, lifts, loading, unloading transporting etc.2.50mm thick,complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work.complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work with all other incidental charges.(Job No.CRIF-KNT-2026-27-324) |
| 27 | (Job No.CRIF-KNT-2026-27-325) |
| 28 | 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 as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work with all other incidental charges.1)60 cm equilateral triangle(Job No.CRIF-KNT-2026-27-324) |
| 29 | 1)60 cm equilateral triangle(Job No.CRIF-KNT-2026-27-325) |
| 30 | 2)60 cm circular(Job No.CRIF-KNT-2026-27-324) |
| 31 | 2)60 cm circular(Job No.CRIF-KNT-2026-27-325) |
| 32 | 3)80 cm x 60 cm rectangular(Job No.CRIF-KNT-2026-27-324) |
| 33 | 3)80 cm x 60 cm rectangular(Job No.CRIF-KNT-2026-27-325) |
| 34 | 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 on the direction of Engineer-in-Charge for upto succesful completion of work with all other incidental charges1)Ordinary kilometer stone (precast)(Job No.CRIF-KNT-2026-27-324) |
| 35 | 1)Ordinary kilometer stone (precast)(Job No.CRIF-KNT-2026-27-325) |
| 36 | 2) 200 metre stone (precast)(Job No.CRIF-KNT-2026-27-324) |
| 37 | 2) 200 metre stone (precast)(Job No.CRIF-KNT-2026-27-325) |
| 38 | 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 all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work with all other incidental charges(Job No.CRIF-KNT-2026-27-324) |
| 39 | (Job No.CRIF-KNT-2026-27-325) |
| 40 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation, testing and commissioning. The rate is inclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used for HDPE PE80 PN 6.0110mm diacomplete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work with all other incidental charges(Job No.CRIF-KNT-2026-27-324) |
| 41 | (Job No.CRIF-KNT-2026-27-325) |
| 42 | 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 strengthened 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 all labour, lead, lifts, loading, unloading transporting etc., complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work with all other incidental charges(Job No.CRIF-KNT-2026-27-324) |
| 43 | (Job No.CRIF-KNT-2026-27-325) |
| 44 | 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, including supplying to the site of work, curing concrete work, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work with all other incidental charges(Job No.CRIF-KNT-2026-27-324) |
| 45 | (Job No.CRIF-KNT-2026-27-325) |
| 46 | 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 25x25x 3mm 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 and covergance of all materials all labour, lead, lifts, loading, unloading equipment, machinery,transporting etc., complete as per specification and on the direction of Engineer-in-Charge for upto succesful completion of work with all other incidental charges(Job No.CRIF-KNT-2026-27-324) |
| 47 | (Job No.CRIF-KNT-2026-27-325) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 28, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 12, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 14 daysNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysTender Documents
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