Tender For Resurfacing To Mdr From Ch.0.00 To 8.00 Connecting Between Sh 68 And Sh 57 Via Kadadakatte - Vishweshwaranagara - Siriyuru - Hagalamane - Amruthapura In Bhadravathi Taluk (Job No:Crif-Knt-2026-27-095)
Tender Value
Ref. Documents
Estimated cost
Bid Submission
23 Nov 2026
28 days left
EMD
7.29 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
Shivamogga → Karnataka
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Resurfacing To Mdr From Ch.0.00 To 8.00 Connecting Between Sh 68 And Sh 57 Via Kadadakatte - Vishweshwaranagara - Siriyuru - Hagalamane - Amruthapura In Bhadravathi Taluk (Job No:Crif-Knt-2026-27-095)
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.1 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: EE NHDvn Shivamogga( National Highways Karnataka) Name of work:Resurfacing to MDR from Ch.0.00 to 8.00 connecting between SH 68 and SH 57 via Kadadakatte - Vishweshwaranagara - Siriyuru - Hagalamane - Amruthapura in Bhadravathi Taluk (Job No:CRIF-KNT-2026-27-095) Estimated Contract Value: Rs. 485.82Lakhs Name of the Bidder/ Bidding Firm / Company : Section -7Bill Of Quantities NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Item no Item Description Item code Quantity Units Estimated RateinRs. P Total Estimated Cost Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency Rates quoted by Bidderin figures Excise Duty VAT Rates quoted by BidderIn words Any Other Taxes/Duties/Levies Minimum Wages & VDA Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category MoRT&H Technical Specification clause TOTAL AMOUNT in Rs. P TOTAL AMOUNT TOTAL AMOUNT In Words |
| 2 | 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 machineries Including cost and conveyance of all materials with hire charges of machinery and equipment, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete all other incidental charges complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.. For New roads in area of light jungle by mechanical means |
| 3 | 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. (New road formation) with all and lift and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. |
| 4 | Tack Coat on Bituminous surfaces - 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 Including cost and conveyance of all materials with hire charges of machinery and equipment, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. |
| 5 | Dense Graded Bituminous Macadam-Grading II-Providing and laying dense graded bituminous macadam with higher capacity batch plant 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, excluding cost of Primer/Tack coat 50-75 mm, compacted thickness. and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. |
| 6 | Bituminous Concrete with 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 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, excluding cost of Primer/Tack coat, 30-40 mm compacted thickness and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. |
| 7 | 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, load, unload usage charges of all machineries etc., complete. A. Mechanical Means and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. |
| 8 | 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,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. |
| 9 | Providing and laying of hot applied thermoplastic compound 10 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 10 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,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. |
| 10 | 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. etc., complete and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. |
| 11 | 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 and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. |
| 12 | (i) 60cm equilateral triangle |
| 13 | (ii) 90cm equilateral triangle |
| 14 | (iii) 90cm circular |
| 15 | (iv) 80X60cm rectangular |
| 16 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.Type - B, \\"THRIE\\" : Metal Beam Crash Barrier including cost of all materials all labour, lead, lifts, loading, unloading transporting and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. |
| 17 | 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 site of work curing, concrete work, cost of all materials all labour, lead, lifts, loading, unloading transporting and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. |
| 18 | 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 all other incidental charges complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. |
| 19 | Excavation for Structures, Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, Ordinary Soil - Mechanical Means (Depth Upto 3m) all other incidental charges complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. |
| 20 | Plain/Reinforced concrete in open foundation complete as per Drawing and Technical Specifications. PCC Grade M15 using batching plant and manual placing including formwork, centering, curing , cost of all labour, Materials, Usage Charges of machinery, lead, lifts loading and unloading transportation stacking charges, finished exposed faces etc, complete with a lead of concrete mix up to 1 Km ( excluding Cost Steel & Fabrication Charges) all other incidental charges complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. |
| 21 | Plain/Reinforced concrete in open foundation complete as per Drawing and Technical Specifications. PCC Grade M20 using batching plant and manual placing including formwork, centering, curing , cost of all labour, Materials, Usage Charges of machinery, lead, lifts loading and unloading transportation stacking charges, finished exposed faces etc, complete with a lead of concrete mix up to 1 Km ( excluding Cost Steel & Fabrication Charges) all other incidental charges complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. |
| 22 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications, including formwork, centering, curing, cost of all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transporting,1 Km ( excluding cost steel & fabrication charges) all other incidental charges complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. RCC Grade M25 using batching plant transit mixer & manual placing |
| 23 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. including cost of all labour, materials, compacted with plate compactor, usage charges of machinery, lead, lifts, loading, unloading, transporting, stacking and all other incidental charges complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. |
| 24 | Supplying, fitting and placing TMT Fe 500 grade bar reinforcement in sub-structure including cost of all labour, materials, usage charges of machinery, fabrication charges, straightening, cutting, bending, hooking, binding with approved quality of binding wire, after placing in position, tying, lapping and/or welding whereever required (wastages for laps, hooks shall not be measured & paid) with all lead, lifts, loading, unloading, transporting, stacking neatly, etc., complete, as per drawing & Technical specifications and all other incidental charges complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. |
| 25 | Providing Weep Holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia AC pipe extending through the full width of the structure with slope of 1V :20H towards drawing force including cost of all materials, curing all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting etc., complete as per drawing and Technical spectifications and all other incidental charges complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. |
| 26 | Drainage Spouts complete as per drawing and Technical spectifications including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting etc., complete as per drawing and Technical spectifications all other incidental charges complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. Total in Figures 1155436644.98 0.0 0.0 INR Zero Only Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 28 daysNov 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 29 daysTender Documents
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