Tender For Resurfacing Of Sh-305 From Ch.51.80 To 56.80 Km Haradhanahalli-Chennamallipura Section In Gundlupet Taluk (Job No. Crif-Knt-2026-27-003)
Tender Value
2.83 Crore
Estimated cost
Bid Submission
18 Nov 2026
22 days left
EMD
4.25 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
Chamarajanagara → Karnataka
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Resurfacing Of Sh-305 From Ch.51.80 To 56.80 Km Haradhanahalli-Chennamallipura Section In Gundlupet Taluk (Job No. Crif-Knt-2026-27-003)
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 auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness including cost of all materials, labour, uasage charges of machinery, loading & unloading, all lead and lift 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. |
| 2 | 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 loading & unloading, all lead and lift with all other incidental charges etc., all labour, usage charges of all machinery complete..as per the direction of the Engineer-In-Charge for successful completion of work .Mechanical Means |
| 3 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material including cost of all materials, labour, hire charges of machinery, loading & unloading transportyation, all lead and lift with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work . By Mechanical Means using Hydraulic excavator . |
| 4 | Compacting original ground supporting sub grade 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 cost of all materials, labour, usage charges of machinery, loading & unloading, all lead and lift with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work . |
| 5 | Construction of Embankment with Material obtained from Borrow pits Construction of embankment with approved material obtained from borrow pits 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, consolidation by roller to the desired field density not less than 95% of maximum dry density including all labour, usage charges of all machinery material loading & unloading, all lead and lift with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work as per table 300-2 . |
| 6 | 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 by Dozer, grading by motor grader, consolidation by vibratory road roller and carriage by tipper including loading & unloading, all lead and lift, labour, usage charges of machinery with all other incidental charges etc., complete..as per the direction of the Engineer-In-Charge for successful completion of work .. |
| 7 | 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 loading & unloading, all lead and lift 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. |
| 8 | 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 loading & unloading, all lead and lift 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 |
| 9 | 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, with all lead , lift, transportation, 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 . |
| 10 | Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion (RS-1) 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, incl;uding with all lead, lift, transportation, 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 . |
| 11 | 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 cost of all materials, labour, usage charges of machinery, loading, unloading stacking, Cost of material & labour charges with all other incidental charges etc., all lead, lift, transporatation complete and as per the direction of the Engineer-In-Charge for successful completion of work . |
| 12 | 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, 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 50-75mm compacted thickness (As per Job Mix) . NOTE :- Protection of DGBM layer is as per Clause 504.5 of MORTH Specification for roads and bridges , 5th revision . |
| 13 | 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 all lead, lift, transportation 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 Grading-2 with ( as per job mix) 30-40mm compacted thickness. |
| 14 | 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, including cost of all materials, labour, hire charges of machinery, all lead, lift, transportation, loading, unloading stacking, with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work . |
| 15 | 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, labour, usage charges of machinery, all lead, lift , transporatation, loading, unloading stacking, 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) |
| 16 | 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, labour, usage charges of machinery, all lead, lift , transporatation, loading, unloading stacking, 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) |
| 17 | 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 with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work (i) 90 cm equilateral triangle. |
| 18 | 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 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. |
| 19 | 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 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 |
| 20 | 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 with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work(iv)90 cm high octagon |
| 21 | 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 site of work, including curing, concrete cost of all materials all labour, 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 . |
| 22 | 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 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.. including curing, cost of all materials all labour, 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 . |
| 23 | Project Display Board of size 1.80x1.60M and 2.8M from ground level.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 lettering cost of all materials all labour, 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 . Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 22 daysNov 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 24 daysTender Documents
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