Tender For Road Improvement From 452.80 To 457.17 Of Padubidri- Chikkalagudda Sh-01 In Gokak Taluk Of Belagavi District (From Panjanatti Cross To Yaddhalagudda Village) Under Crif 2026-27 (Job No:Crif-Knt-2026-27-195)
Tender Value
4.04 Crore
Estimated cost
Bid Submission
07 Dec 2026
30 days left
EMD
6.06 Lakhs
Bank guarantee accepted
Document Fee
8850
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
belagavi → Karnataka
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Road Improvement From 452.80 To 457.17 Of Padubidri- Chikkalagudda Sh-01 In Gokak Taluk Of Belagavi District (From Panjanatti Cross To Yaddhalagudda Village) Under Crif 2026-27 (Job No:Crif-Knt-2026-27-195)
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 up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.including all labour, usage charges of all machinery etc., complete. (for new roads),In area of light jungle - By Mechanical Means using Dozer\\"(NH Zone SR 2022-23 continued for the year 2026-27, Item No 2.03,ii(A), Page no-7 ) |
| 2 | Scarifying the existing bituminous surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1000 meters including all labour, load, unload, usage charges of all machinary etc complete. (i) By Mechinery Means using Hydralic excavator (NH Zone SR 2022-23 continued for the year 2026-27, Item No 3.15(i), Page no-21 ) |
| 3 | 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 lead, lifts, loading, unloading, all labour, usage charges of all machinery etc., complete as per table 300-2.(NH Zone SR 2022-23 continued for the year 2026-27, Item No 3.16, Page no-21 ) |
| 4 | 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)(NH Zone SR 2022-23 continued for the year 2026-27, Item No 3.18, Page no-22 ) |
| 5 | Granular Sub-Base with Close /Coarse Graded Material (Table:- 400-1) By mix in place method Construction of granular sub-base by providing spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory 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., complete. (Compacted thickness) Grading-V Material (Close graded)(NH Zone SR 2022-23 continued for the year 2026-27,Item No .4.01B(V), Page no-32) |
| 6 | 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, with lead of mixed material up to 1 Km (Compacted thickness).Laying Using Grader(NH Zone SR 2022-23 continued for the year 2026-27, Item No ,4.14(A), Page no-44) |
| 7 | 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 etc., complete, execpt lead for emulsion.(NH Zone SR 2022-23 continued for the year 2026-27 ,Item No 5.01(A) , Page no-51)As per direction of Engineer incharge |
| 8 | Providing and applying tack coat with VG-10 grade bitumen using bitumen 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, loading & unloading etc., complete, including lead for bitumen. As per direction of Engineer incharge(NH Zone SR 2022-23 continued for the year 2026-27 Item No,5.02(i)(C,) , Page no-54 ) |
| 9 | 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, execpt lead for bitumen.As per direction of Engineer incharge |
| 10 | 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 all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, including lead for bitumen, with a lead of mixed material , excluding cost of primer/ tack coat- 50 mm compacted thickness.(NH Zone SR 2022-23 continued for the year 2026-27 Item No,5.04(ii)(a) Page no-59 ) As per direction of Engineer incharge |
| 11 | 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 all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, including lead for bitumen, with a lead of mixed material , excluding cost of primer/ tack coat 30 mm compacted thickness.(NH Zone SR 2022-23 continued for the year 2026-27(Item No,5.05(ii)(a) Page no-61 ) As per direction of Engineer incharge |
| 12 | construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimension to the requirement of clause 301 and 309. Excavated materail to be used in embackment within a laod of 1000 meters including all labours, load, unload, usage charges of all machinery etc., complete. Ref. to MoRT&H Specification 309(NH Zone SR 2022-23 continued for the year 2026-27 ,Item No:3.25A) Page no-25) |
| 13 | Road marking with Hot applied Thermoplastic compound with Reflectorising glass beads on bituminous surface providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectiorising glass beads at 250gms 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- 3, cleaning the surface of dirt, dust and other foriegnmatter, demarcation at site, traffuc control, cost of all materials all labour lead, lifts, loading, unloading transporting etc., complete.Ref. to MoRT&H Specification 507(2.5mm thick)(NH Zone SR 2022-23 continued for the year 2026-27 Item No,8.13) Page no-109) |
| 14 | Supplying & 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 (PWD SR 2023-24 continued for the year 2026-27 Item No,8.43 Page no-73 vol-3) |
| 15 | Providing and fixing of retro-reflectarised cautionary ,mandatoryand informatory sign as per IRC:67 made of class B Type IV retro reflective sheeting fixed over 2mm 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 25x25x3mm angle mounted on a mild steel circular pipe 65NB 3.60mtrs high (min effective height 1.30 mtrs) ,3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67,as per clauses including curing cost of all materials all labour, lead, lifts,loading, unloading transporting etc., complete. 90cm equilateral Triangle(NH Zone SR 2022-23 continued for the year 2026-27,Item No,8.04A(ii), Page no-104 ) |
| 16 | Providing and fixing of retro-reflectarised cautionary ,mandatoryand informatory sign as per IRC:67 made of class B Type IV retro reflective sheeting fixed over 2mm 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 25x25x3mm angle mounted on a mild steel circular pipe 65NB 3.60mtrs high (min effective height 1.30 mtrs) ,3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67,as per clauses including curing cost of all materials all labour, lead, lifts,loading, unloading transporting etc., complete 90cm Circular (NH Zone SR 2022-23 continued for the year 2026-27, Item No,8.04A(vi) Page no-104) |
| 17 | Providing and erecting Project Disply board of size 1.80 vertical x 1.6 M Horizontal made of Cold Rolled Coil Sheet 16 Guage (1.6 mm thickness) sheering sthrenghtened by welding to MS angle of size 35x 35x5 mm 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 side of the board and all MS iron framework, background of the facing side of the board painting in traffic yelloew, project information written in englisgh /kannada/ hindi , painting letters and numbers in black fixed on a mild steel angle iron post 75mm x75mm x 6mm, 2nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x45cm x 60 cm, 60cm below ground level and the board 2.8 m from ground level as per apprved drawing ( excluding cost of lattering ) including cost of all materials all labours, lead, lifts, loading, unloading transporting etc., complete(NH Zone SR 2022-23 continued for the year 2026-27 Item No,04 Page no-256) |
| 18 | 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.Ordinary kilometer stone (precast)(NH Zone SR 2022-23 continued for the year 2026-27 Item No,8.14 Page no-110) |
| 19 | Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete.(NH Zone SR 2022-23 continued for the year 2026-27 Item No,8.15 Page no-111) |
| 20 | 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 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 colourwith bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 c m x 45 cm x 60 cm including cost & conveyance of all materials,equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge.(PWD SR 2023-24 continued for the year 2026-27 Item No,8.48 Page no-76 vol-3) |
| 21 | Network Survey Vehicle (NSV) attached with SUVData collection of Longitudinal profiling (International roughness Index). Transverse profiling (Rut depth) Pavement texture in terms of Mean proffile depth, Road Geometry data, (Cross slope, gradient, curvature), GPS Coordinates (X, Y, Z) viz longitudinal, latitude & altitude, Video Imaging for Road side furnitures / Road assets and Video imaging for pavement surface Distress and reports.Note:(i) Average distance has been considered 300km for mobilisation at working site and same for demobilisation.(ii) Speed of vehicle 40km/hr, has been considered. (iii) The survey speed shall be within 30 to 80 kmph.(NH Zone SR 2022-23 continued for the year 2026-27 Item No,10.17 Page no-141 |
| 22 | 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 all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete.Ordinary soil - Mechanical Means (Depth upto 3 m)(NH Zone SR 2022-23 continued for the year 2026-27 Item No,9.01, I-B (i)Page no-130) |
| 23 | PCC 1:3:6 in Foundation (M-10) Providing & laying Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compated by vibration including curing,including cost of all materials all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete.(NH Zone SR 2022-23 continued for the year 2026-27 Item No,9.01 Page no-131 |
| 24 | Providing & laying Plain/Reinforced Cement Concrete in open foundation complete as per drawing & tecnical pecification for Pipe Culvert complete as per Drawing and Technical Specifications, including cost of all materials, formwork, centering, vibrating, compacting,all labour, usage charges of machinery, lead, lifts, loading, unloading transporting, stacking, curing, finishing the exposed faces etc., complete. (excluding cost of steel and fabrication charges) RCC Grade M20 using batching plant transit mixer & manual placing(NH Zone SR 2022-23 continued for the year 2026-27 Item No,9.06 C-case-II Page no-134) |
| 25 | Supplying, Fitting and Placing un-coated TMT Fe-500 grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. including straightening bar, cutting, bending, hooking binding with approved quality binding wire, after placing in position, tying, lapping and/or welding whereever required ( laps, hooks 7 wastages shall not be measured & paid) incluidng cost of all materials, fabrication charges, all labour, material, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc., complete.(NH Zone SR 2022-23 continued for the year 2026-27 Item No,9.07 Page no-134 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedDec 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 30 daysDec 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 31 daysTender Documents
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